湘西红砂岩顺层边坡稳定可靠度分析和风险评估
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摘要
边坡是公路建设中最普遍也是极为重要的地质环境,从理论到工程实践,前人已经进行了很多研究,但在实际中仍存在诸如不确定性等难以解决的问题。常吉高速公路沿线分布的大量的红砂岩,易风化崩解、长期强度低,且岩层产状多为单斜缓倾构造,易变形,稳定性很差,极容易出现顺层滑坡等工程问题。在分析传统的以安全系数作为边坡稳定性评价尺度的方法的基础上,同时考虑岩土参数的不确定性,建立具有湘西地域特点的可靠度分析模型和风险评估体系,使工程师根据所选择的风险评估结果进行边坡工程设计,能更有效地协调工程的近期投资和长远效益之间的矛盾。
(1)通过试验分析研究了湘西红砂岩的矿物成分、化学成分、基本物理性质、水理性质和力学性质,并分析了其膨胀机理。
(2)采取三种方案对湘西红砂岩的浸水崩解特性进行了专门研究,指出了红砂岩的崩解稳定是相对的,提出了红砂岩耐崩解性的定量评价方法。
(3)通过三轴压缩数值试验,分析了三轴应力状态和结构面倾角对层状岩体变形破坏的影响。试验结果表明,随着结构面倾角的增大,层状岩体三轴抗压强度呈现先减小后增大的趋势,岩体的强度异性程度与围压有关,软硬夹层岩样之间存在交互作用。
(4)通过直剪试验详细分析了含水率对泥化夹层抗剪强度参数的影响,指出了水岩相互作用是导致泥化夹层强度降低、顺层边坡失稳的主要影响因素之一。
(5)研究了边坡岩体在自重应力场和构造应力场作用下,地应力的修正计算方法,从岩体损伤的角度,揭示了地应力对红砂岩顺层边坡稳定性的影响。根据Mohr-Coulomb准则,引入破坏接近度的概念,提出了修正地应力造成的岩体损伤评价方法,并与岩体损伤破坏评价五个等级对应起来,建立起Q值与岩体损伤等级的对应关系。
(6)对湘西红砂岩顺层边坡的可靠度分析基本原理、分析方法和岩士参数的统计处理进行了研究。
(7)湘西红砂岩顺层滑坡往往是沿泥化夹层层面发生的,针对这一特点,建立了相应的地质模型、力学模型和可靠度分析模型。
(8)从风险识别、风险分析、风险评价和风险管理四个方面初步建立了湘西红砂岩顺层边坡的风险评估体系。
(9)在边坡失稳概率的选择上,提出了应在基于历史滑坡频率的概率和基于边坡失稳的潜在性概率中选择最大失稳概率来作为边坡设计失稳概率的观点。
Slope is the most common and extremely important geological environment in highway construction. The previous have studied a lot from theory to engineering practice, but some problems such as uncertainty are still hard to solve in practice. Lots of red sandstone with characteristic of easy weathering, easy disintegration, low long-term strength, slow tilt single interbeds, poor deformation and stability distribution along with Chang-Ji highway. It is easy to occur bedding slope. Based on the traditional safety factor, consider of the uncertainty of geotechnical parameter, a reliability analysis and risk evaluation system with the region characteristic of western Hunan is built to make the engineer design according to the results of risk assessment.The conflict between recently investment and long term benefits of the project can be more effectively coordinated.
(1) The mineral composition, chemical composition, physical properties, water-physical properties, mechanical properties and expansion mechanism of the red sandstone are studied by experiments.
(2) The crumbling property in soaking of the red sandstone is studied by three schemes. It points out that the crumbling stability of red sandstone is relative. A quantitative evaluation method of red sandstone crumbling is put forwarded.
(3)The influence of triaxial stress state and tilt single of the structure plane in deformation and failure of layered rock mass is analysed by numerical simulation. Experimental results show that, with the increase of tilt single of the structure plane, the triaxial compression strength of layered rock-mass first decreases and then increases.The anisotropic strength of the rock is related to confining pressure. Interaction exists between soft interlayer and hard interlayer.
(4)Through direct shear tests, the influence of moisture content on shear strength parameters of muddy intercalation was studied in detail. The influence of water-rock interaction is considered as one of the main influencing factors causing bedding slide.
(5) The correction calculation method of ground stress in slope rock mass under the gravity stress and tectonic stress field was studied. The influence of ground stress to red sandstone bedding slope stability is revealed from the rock damage. According to the Mohr-Coulomb criterion, the concept of destruction approaching degree is introduced to promote the evaluation analysis for the rock mass damage based on the revised ground stress, and the proposed evaluation method is in accordance to the 5 levels of rock mass damage class, which in turn build the corresponding relationship of Q value with the rock mass damage.
(6) The basic principles and analysis methods of reliability,as well as the statistics processing of geotechnical parameters of red sandstone bedding slope in western Hunan is studied.
(7)The red sandstone bedding slide in werstern Hunan often occurs along the muddy intercalation. According to this characteristic, the corresponding geological model, mechanical model and reliability analysis model are established
(8)The risk assessment system of red sandstone bedding slope in werstern Hunan is established from the four aspects:risk identification, risk analysis, risk evaluation and risk management.
(9) In slope instability probability, one is based on the frequency of historical slide, the other is based on potential slide. we should select the maximum instability as slope design instability.
(1)通过试验分析研究了湘西红砂岩的矿物成分、化学成分、基本物理性质、水理性质和力学性质,并分析了其膨胀机理。
(2)采取三种方案对湘西红砂岩的浸水崩解特性进行了专门研究,指出了红砂岩的崩解稳定是相对的,提出了红砂岩耐崩解性的定量评价方法。
(3)通过三轴压缩数值试验,分析了三轴应力状态和结构面倾角对层状岩体变形破坏的影响。试验结果表明,随着结构面倾角的增大,层状岩体三轴抗压强度呈现先减小后增大的趋势,岩体的强度异性程度与围压有关,软硬夹层岩样之间存在交互作用。
(4)通过直剪试验详细分析了含水率对泥化夹层抗剪强度参数的影响,指出了水岩相互作用是导致泥化夹层强度降低、顺层边坡失稳的主要影响因素之一。
(5)研究了边坡岩体在自重应力场和构造应力场作用下,地应力的修正计算方法,从岩体损伤的角度,揭示了地应力对红砂岩顺层边坡稳定性的影响。根据Mohr-Coulomb准则,引入破坏接近度的概念,提出了修正地应力造成的岩体损伤评价方法,并与岩体损伤破坏评价五个等级对应起来,建立起Q值与岩体损伤等级的对应关系。
(6)对湘西红砂岩顺层边坡的可靠度分析基本原理、分析方法和岩士参数的统计处理进行了研究。
(7)湘西红砂岩顺层滑坡往往是沿泥化夹层层面发生的,针对这一特点,建立了相应的地质模型、力学模型和可靠度分析模型。
(8)从风险识别、风险分析、风险评价和风险管理四个方面初步建立了湘西红砂岩顺层边坡的风险评估体系。
(9)在边坡失稳概率的选择上,提出了应在基于历史滑坡频率的概率和基于边坡失稳的潜在性概率中选择最大失稳概率来作为边坡设计失稳概率的观点。
Slope is the most common and extremely important geological environment in highway construction. The previous have studied a lot from theory to engineering practice, but some problems such as uncertainty are still hard to solve in practice. Lots of red sandstone with characteristic of easy weathering, easy disintegration, low long-term strength, slow tilt single interbeds, poor deformation and stability distribution along with Chang-Ji highway. It is easy to occur bedding slope. Based on the traditional safety factor, consider of the uncertainty of geotechnical parameter, a reliability analysis and risk evaluation system with the region characteristic of western Hunan is built to make the engineer design according to the results of risk assessment.The conflict between recently investment and long term benefits of the project can be more effectively coordinated.
(1) The mineral composition, chemical composition, physical properties, water-physical properties, mechanical properties and expansion mechanism of the red sandstone are studied by experiments.
(2) The crumbling property in soaking of the red sandstone is studied by three schemes. It points out that the crumbling stability of red sandstone is relative. A quantitative evaluation method of red sandstone crumbling is put forwarded.
(3)The influence of triaxial stress state and tilt single of the structure plane in deformation and failure of layered rock mass is analysed by numerical simulation. Experimental results show that, with the increase of tilt single of the structure plane, the triaxial compression strength of layered rock-mass first decreases and then increases.The anisotropic strength of the rock is related to confining pressure. Interaction exists between soft interlayer and hard interlayer.
(4)Through direct shear tests, the influence of moisture content on shear strength parameters of muddy intercalation was studied in detail. The influence of water-rock interaction is considered as one of the main influencing factors causing bedding slide.
(5) The correction calculation method of ground stress in slope rock mass under the gravity stress and tectonic stress field was studied. The influence of ground stress to red sandstone bedding slope stability is revealed from the rock damage. According to the Mohr-Coulomb criterion, the concept of destruction approaching degree is introduced to promote the evaluation analysis for the rock mass damage based on the revised ground stress, and the proposed evaluation method is in accordance to the 5 levels of rock mass damage class, which in turn build the corresponding relationship of Q value with the rock mass damage.
(6) The basic principles and analysis methods of reliability,as well as the statistics processing of geotechnical parameters of red sandstone bedding slope in western Hunan is studied.
(7)The red sandstone bedding slide in werstern Hunan often occurs along the muddy intercalation. According to this characteristic, the corresponding geological model, mechanical model and reliability analysis model are established
(8)The risk assessment system of red sandstone bedding slope in werstern Hunan is established from the four aspects:risk identification, risk analysis, risk evaluation and risk management.
(9) In slope instability probability, one is based on the frequency of historical slide, the other is based on potential slide. we should select the maximum instability as slope design instability.
引文
[1]张作辰.滑坡地下水作用研究与防治工程实践[J].工程地质学报.1996,4(4)：80-85
[2]何满朝,姚爱军,鹿粗,等.边坡岩体水力学作用的研究[J].岩石力学与工程学报.1998,17(6)：662～666
[3]Grabowski,J., Nawrocki,J..Paleomagnetic studies of selected Permian/Triassic red beds from boreholes in the Polish basin Acta Geophysica Polonica. 1991.39(4) : 453～467
[4]Mantell,C., Rodriguez,M., Martinez de la Ossa,E.. Semi-batch extraction of anthocyanins from red grape pomace in packed beds:experimental results and process modelling. Chemical Engineering Science,2002,57(18):3831～3838
[5]Brown,Alex C.. Refinement for footwall red-bed diagenesis in the sediment-hosted stratiform copper deposits model. Economic Geology, 2005,100(4):765～771
[6]Hecht, C.A..Relations of rock structure and composition to petrophysical and geomechanical rock properties:Examples from permocarboniferous red-beds. Rock Mechanics and Rock Engineering,2005,38(3):197～216
[7]Zaman,H., Torii,M.. Palaeomagnetic study of Cretaceous red beds from the eastern Hindukush ranges, northern Pakistan:palaeoreconstruction of the Kohistan-Karakoram composite unit before the India-Asia collision. Geophysical Journal International,1999,136(3):719～738
[8]Aranda-Gomez,J.J., Mcdowell,F.W.. Paleogene Extension in the Southern Basin and Range Province of Mexico:Syndepositional Tilting of Eocene Red Beds and Oligocene Volcanic Rocks in the Guanajuato Mining District. International Geology Review,1998,40(2): 116～134
[9]Blodgett,R.H., Crabaugh,J.P., McBride,E.F.. Color of red beds-a geologic perspective. SSSA Special Publication (Soil Science Society of America), 1993,31:127～158
[10]Garces,M., Pares,J.M., Cabrera,L.. Further evidence for inclination shallowing in red beds. Geophysical Research Letters,1996,23(16):2065～2068
[11]Lee,Y.S., Nishimura,S., Min,K.D.. High-unblocking-temperature haematite magnetizations of Late Palaeozoic red beds from the Okcheon zone, southern part of the Korean Peninsula. Geophysical Journal International, 1996,125(1):266～284
[12]Chauvin.A., Perroud,H., Bazhenov,M.L.. Anomalous low palaeomagnetic inclinations from Oligocene-Lower Miocene red beds of the south-west Tien Shan, Central Asia. Geophysical Journal International,1996,126(2):303～ 313
[13]Yanik,J., Uddin,Md.A., Sakata,Y.. The Effect of red mud on the liquefaction of waste plastics in heavy vacuum gas oil. Energy Fuels,2001,15(1) : 163～169
[14]Kruiver,P.P., Dekkers,M.J., Langereis,C.G. Secular variation in Permian red beds from Dome de Barrot, SE France. Earth and Planetary Science Letters, 2000,179(1): 205～217
[15]Christian A.Hecht..Geomechauical and petrophysical properties offracture systems in permocarboniferous "red-beds".38th U.S. RockMechanics Symposium, DC Rocks 2001, Jul 7-10,2001,WashingtonD.C./USA,3-6
[16]程强,寇小兵.中国红层的分布及地质环境特征[J].工程地质学报,2004,12(1)：34～40
[17]彭华,吴志才.关于红层特点及分布规律的初步探讨[J].中山大学学报,2003,43(5)：109～113
[18]李廷勇,王建力.中国的红层及发育的地貌类型[J].四川师范大学学报,2002,25(4)：428～431
[19]彭华.中国丹霞地貌研究进展[J].地理科学,2000(3)：203-211
[20]程裕淇.中国区域地质概论[M].北京：地质出版社,1994.152-158
[21]钟共清.湖南红层分布与岩溶形态分类探讨[J].水利技术监督,2005,(5)：45-47
[22]王卫平.长沙市“红层”中极软岩石地基承载力的确定[J].湖南地质,2002,21(2)： 130-132
[23]刘长武,陆士良.泥岩遇水崩解软化机理的研究[J].岩土力学,2000,21(1)：28-31
[24]刘多文,熊承仁.红砂岩的渐进崩解特性试验研究[J].中外公路,2002,22(6)：19～22
[25]王思敬,马风山,杜永康.水库地区的水岩作用及其地质环境的影响[J].工程地质学报,1996(3)：19-23
[26]刘汝明,孙英勋,鲁志强等.滇西红层的工程地质特征及工程对策[J].云 南交通科技,2001,17(6)：1～10
[27]王磊,李曹雄.红层边坡风化过程的化学分析[J].成都科技大学学报,1996,94(6)：61～66
[28]He Manchao. Current Condition for Mechanics of Soft rock in China. Rock Engineering. The Korean Ins. of Min. Energy Press,1996:425～433
[29]He Man-Chao. New Theroy in Tunnel Stability Control Of Soft rock-Mechanics Of Soft rock Engineering[J]. Journal of Coal Science, 1996,17(1):99-103
[30]李冬,彭柏兴.长沙红层嵌岩桩承载力计算探讨[J].冶金矿山山设计与建设,2000,32(6)：42-44
[31]刘俊新.红层泥岩路堤离心试验研究[J].铁道工程学报,2003(2)：97-100
[32]谢连生,付玉军.红砂岩路堤修筑技术研究[J].湖南交通科技,2006,32(3)：26-29
[33]赵明华,苏永华,刘晓明.湘南红砂岩崩解机理研究[J].湖南大学学报(自然科学版),2006,33(1)：16-19
[34]张永安,李峰,陈军.红层泥岩水岩作用特征研究[J].工程地质学报,2008,16(01)：22～26
[35]邓觐宇.高速公路红砂岩的路用性能及施工工艺研究[J].岩土工程技术,2003,5：253～257
[36]赵明华,邓觐宇,曹文贵.红砂岩崩解特性及其路堤填筑技术研究[J].中国公路学报2003,16(3)：1-5
[37]赵明华,刘小明.含崩解软岩红层材料路用工程特性试验研究[J].岩土工程学报2005,27(6)：32～35
[38]李智诚,戴培根.长沙市红层工程性质之分析[J].岩土工程界,2002,5(3)：47-49
[39]王学刚.湖南红层找水初探[J].湖南地质.2002,21(3)：196-200
[40]李冬,彭柏兴.长沙红层嵌岩桩承载力计算探讨[J].冶金矿山山设计与建设,2000,32(6)：42-44
[41]彭柏兴.长沙红层的风化分带与地基承载力的确定[J].城市勘测.2000(3)：中插1-4
[42]吕德徽,侯康明.昌马断裂带断层岩研究及其粘滑、蠕滑特征[J].内陆地震,1995,9(1)：29～34
[43]姚大全,汤有标,李杰,等.郯庐断裂带(莒县招贤～宿迁晓店段)变形产物中的微观粘滑与蠕滑标志[J].地震地质,1995,17(2)：177-184
[44]章根德,何鲜,朱维耀.岩石介质流变学[M].北京,科学出版社,1999.23-28
[45]张有天,周维垣.岩石高边坡的变形与稳定[M].北京：中国水利水电出版社,1999.26-39
[46]陈晓斌,张家生,封志鹏.红砂岩粗粒土流变工程特性试验研究[J].岩石力学与工程学报,2007,26(3)：601-607
[47]Zischinsky,U.. On the deformation of high slopes. Proceed 1st Congr Int. Soc. of Rock Mechanics,1966,2:179～185
[48]Mahr,T.. Deep reaching gravitational deformations of high mountain slopes. Engineering Geology,1977,16(1) : 121 ～ 127
[49]Savage,W.Z., Varnes,D.J.. Mechanics of gravitational spreading of steep-sided ridges ("Sackung"). Engineering Geology,1987,35(1): 31～36
[50]G.Furuya, K.Sassa, H.Hiura, H.Fukuoka. Mechanism of creep movement caused by landslide activity and underground erosion in crystalline schist, Shikoku Island, southwestern Japan. Engineering Geology 1999,53 (3):311～325
[51]苏爱军,冯宗礼.滑坡预报方法探讨[J].水文地质工程地质,1990,(05)：50-51
[52]李天扶.关于利用位移历时曲线预测滑坡剧滑时间的讨论[J].西北水电,1990(4)：8～16
[53]宋克强,崔中兴,袁继国,等.古刘滑坡的蠕变特征及其预报分析[J].岩土工程学报,1994,16(4)：56-64
[54]王士天,郭广,苏道刚.地表条件下岩体的粘性流动变形及其所导致的斜坡破坏[J].成都理工大学学报(自然科学版),1983,(01)：57-64
[55]Q.L.Deng, Z.Y.Zhu, Z.Q.Cui, el at. Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project, Yangtze River, China. Engineering Geology,2000,58(1):67～83
[56]孙钧,凌建明.三峡船闸高边坡岩体的细观损伤及长期稳定性研究[J].岩石力学与工程学报,1997,16(1)：1～7
[57]陈沅江,潘长良,曹平,等.层状岩质边坡蠕变破坏及其影响因素分析[J].勘察科学技术,2001(6)：43～48
[58]王文星,张继业.雾江滑坡滑动面粘土蠕变试验及积分蠕变方程[J].中南工业大学学报(自然科学版),1996,27(4)：392-395
[59]刘晶辉,王山长,杨洪海.软弱夹层流变试验长期强度确定方法[J].勘察 科学技术,1996(5)：3～7
[60]刘晶辉,申力,陈雪松.软弱泥化夹层蠕变特征与边坡变形分析[J].露天采煤技术,2001,(1)：28-34
[61]陆有忠,高永涛,吴顺川等.泥化夹层残余强度的支持向量机预测[J].辽宁工程技术大学学报(自然科学版),2008,27(1)：45-47
[62]韩爱果,聂德新,任光明,等.大型滑坡滑带土剪切流变特性研究[J].工程地质学报,2001,9(04)：345～347
[63]陈晶晶,刘德富,王世梅.清江古树包滑坡滑带土的Mesri蠕变模型[J].三峡大学学报(自然科学版),2005,27(1)：16-19
[64]扬天鸿,芮勇勤,唐春安等.抚顺西露天矿蠕动边坡变形特征及稳定性动态分析[J].岩土力学,2004,25(1)：153-156
[65]丁秀丽,付敬,刘建,等.软硬互层边坡岩体的蠕变特性研究及稳定性分析[J].岩石力学与工程学报,2005,24(19)：3410-3418
[66]Shengwen Qi, Fuzhang Yan, Sijing Wang, Ruichun Xu. Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province, China. Engineering Geology,2006,86 (1):37～51
[67]杨军,姚正学,王念秦.流变力学原理在黄土滑坡研究中的应用[J].甘肃科学学报,2006,18(1)：40-43
[68]王芝银,杨志法,李云鹏,等.顺层边坡岩体结构变形分叉灾变特性研究[J].西安矿业学院学报.1999,19(3)：203-207
[69]李云鹏,杨治林,王芝银.顺层边坡岩体结构稳定性位移理论[J].岩石力学与工程学报.2000,19(6)：747-750
[70]柴贺军,陈谦应,石豫川.缓倾角顺层边坡变形的破坏机制及其防治的优化设计[J].广西交通科技.2002,27(3)：11～14
[71]李树森,任光明,左三胜.层状结构岩体顺层斜坡失稳机理的力学分析[J].地质灾害与环境保护.1995,6(2)：24-29
[72]邓荣贵,周德培,李安洪,等.顺层岩质边坡不稳定岩层临界长度分析[J].岩土工程学报.2002,24(2)：178-182
[73]朱晗迓,马美玲,尚岳全.顺倾向层状岩质边坡溃曲破坏分析[J].浙江大学学报.2004,38(9)：1144-1149
[74]刘均.顺层边坡弯曲破坏的力学分析[J].工程地质学报.1997,5(4)：335-339
[75]刘均.顺层边坡溃曲破坏的计算方法[J].水文地质工程地质.1997,(6)： 37-40
[76]房定旺,许传华,毛权生.岩石边坡的滑劈破坏[J].岩土工程学报.2003,25(6)：688～691
[77]陈沅江,潘长良,王文星.层状岩质边坡蠕变破坏及其影响分析[J].勘察科学技术.2001,(6)：43-48
[78]李天扶.层状岩体边坡顺层破坏机理研究[J].水力发电,1996,(8)：46-49
[79]李彰明.层状结构岩体边坡的滑坡分析[J].化工矿山技术.1996,25(5)：6-8
[80]陈有亮.岩体高边坡滑移与失稳的力学分析[J].煤炭学报.2000,25(6)：598～601
[81]胡新丽,唐辉明,陈建平.高速公路顺层路堑边坡优化设计方法[J].中国地质大学学报.2001,26(4)：373～376
[82]胡新丽,殷坤龙.大型水平顺层滑坡形成机制数值模拟方法[J].山地学报.2001,19(2)：175～179
[83]金仁祥,杨良策,任光明等.三峡库区某公路顺层岩质边坡变形特征分析[J].地质灾害与防治学报.2003,14(2)：39-43
[84]刘晓红,饶秋华,李晓红.洞坎河人型牵引式顺层滑坡成因机理及防治对策[J].湖南理工学院学报.2003,16(4)：68-70
[85]孙国富,刘维宁,陶连金,等.陡倾外层状岩石边坡的破坏机制与开挖模拟[J].岩土工程学报.2003,25(6)：697-701
[86]杨天鸿,芮勇勤,唐春安.阜新海洲露天矿顺层边坡变形破坏机理分析[J].水文地质工程地质.2001,(4)：36-39
[87]张天军,李云鹏.直立顺层边坡的黏弹性稳定分析[J].力学与实践.2003,25(6)：51～54
[88]张景德,刘培泰,黄成佳.软弱结构面和裂隙岩体直剪破坏机理研究[J].岩土工程学报,1994,16(6)：21-29.
[89]唐良琴.软弱夹层粒度成分与强度参数的关系研究[J].重庆交通学院学报,2005,24(2)：94～97.
[90]Hast, N. The state of stresses in the upper part of the Earth's crust. Technophysics,8,1969:169～211
[91]Leeman,E.R., Hayes,D.J.. A technique for determining the complete state of stress in rock using a single borehole. Proc. First ISRM Cong. Laboratorio Nacional de Engenharia Civil, Lisbon,1966:17～21
[92]Leeman,E.R. The determination of the complete state of stress in rock in a single borehole-Laboratory and underground measurements. Int. J. Rock Mech. Min. Sci.,1968,5(1):31-38
[93]Leeman,E.R.. The measurement of stress in rock:a review of recent developments, in Proc. Int. Symp. on the Determination of Stresses in rock masses, Lab. Nacional de Engenharia Civil, Lisbon,1969,1:200～229
[94]Worotnicki,G.Walton,R.J.. Triaxial "hollow inclusion" gauges for determination of rock stresses in situ, Investigation of Stress in Rock-Advances in Stress Measurement, Proc. Int. Symp., Sydney 1976,1:1～8
[95]Fairhurst,C. Methods of determining "in situ" rock stresses at great depth. Missouri River Div'n. U.S. Army Corps of Eng'rs. Omaha, Tech. Report. 1968:1～68
[96]Kaiser,J. Erkenntnisse und Folgerungen aus der Messung von Gerauschen bei Zugbeanspruchung von metallischen Werkstoffen. Archiv fur das Eisenhuettenwes,1953,24 : 43～45
[97]曹文贵,张升.基于Mohr-Coulomb准则的岩石损伤统计分析方法研究[J].湖南大学学报(自然科学版),2005,32(1)：43～47
[98]张有天,胡惠昌.地应力场的趋势分析[J].水利学报,1984(10)：31～38
[99]刘广润,晏鄂川,练操.论滑坡分类.工程地质学报[J].2002,10(4)：339～342
[100]陈红旗,赵华.水电工程高边坡的地质工程分类研究[J].水利水电技术.2004,35(4)：9～12
[101]金德濂.水利水电工程边坡的工程地质分类(中)[J].西北水电.2002，(2)：10～12
[102]姜德义,王国栋.高速公路工程边坡的工程地质分类[J].重庆大学学报.2003,26(11)：113～116
[103]Bishop.A.W. The use of the slip circle in the stability analysis of slopes. Geotichnique, London,1955,5(1):7～17
[104]Janbu.N. Earth pressures and bearing capacity calculations by generalised procedure of slices. Proceedings of the 4th international conference on soil mechanics and foundation engineering,1957,2:207～212
[105]Morgenstern,N.R., Price,V.E.. The analysis of the stability of general slip surfaces. Geotechnique, London,1965,15(1):79～93
[106]Spencer,E. A method of analysis of the stability of embankments assuming parallel interslice forces. Geotechnique, London,1967,17(1):11～ 26
[107]Hoek,E., Bray,J.W., Boyd,J.M.. The stability of a rock slope containing a wedge resting on two intersecting discontinuities. Quarterly Journal of Engineering Geology and Hydrogeology,1973,6(1):1～55
[108]Revilla,J. Castillo, E.. The calculus of variation applied to stability of slopes. Geotechnique,1977,27(1) : 1 ～ 11
[109]Sarma,S.K. Stability analysis of embankments and slopes. Journal of the Geotechnical Engineering Division,1979,105(12):1511 ～ 1524
[110]潘家铮.建筑物的抗滑稳定和滑坡分析[M].水利出版社,1980.28～45
[111]陈祖煜.建筑物抗滑稳定分析中“潘家铮最大最小原理”的证明[J].清大学学报(自然科学版),1998,38(1)：1～4
[112]Leshchinsky,D. Slope stability analysis:Generalized approach. Journal of Geotechnical Engineering,1990,116(5):851～867
[113]Li,K.S., White,W.. Rapid evaluation of the critical slope surface in slope stability problems. International Journal for Numerical and Analytical Methods in Geomechanics,1987,11 (5):449～473
[114]Clough, A.K. Variable factor of safety in slopes stability analysis by limit equilibrium method.1st Eng. India Part II,1988,69(3):149-155
[115]Milutin M Srbalov. Limit equilibrium method with local factors of safety for slope stability. Canadian geotechnical journal,1987,24(4):652～656
[116]Chen Z.Y., Shao.C.M.. Evaluation of minimum factor of safety in slope stability analysis. Can. Geotech. J.,1988,25(4):735～748
[117]Meiketsu Enoki, Mori, Yagi, Ryuichi and Yatabe. Generalized slice method for slope stability analysis. Soil. Found.J.,1990,30(2):1 ～ 13
[118]Espinazo,R,D. Bourdeau.P.L., Muhunthan,B. Unified formulation for analysis of slopes with general slip surface. Geotech. Eng.,1994,120(7):1185～1204
[119]Baker,R. Determination of the critical slip surface in slope stability computations. International Journal for Numerical and Analytical Methods in Geomechanics,1980,4(4) : 333～359
[120]Boutrup.E. Lovell,C.W.. Search techniques in slope stability analysis. Engrg. Geol.,1980.16(1-2):51-61
[121]Cherubini, C. and Creco, V.R. A probabilistic method for locating the critical slip surface in slope stability analysis. Inst for Risk Research,1987,2:1182～ 1187
[122]Yamagami,T. Ueta,Y.. Search for noncircular slip surfaces by the Morgenstern-Price method. Proc.6th Int. Conf. Numer. Methods in Geomech., 1988,1219～1223
[123]Chen,Z.Y. Random trials used in determining global minimum factors of safety of slopes. Can.Geotech.J.,1992,29(2):225～233
[124]Greco, V.R. Efficient Monte Carlo technique for locating critical slip surface. J.Geotech.Eng.,1996,122(7):517～525
[125]Anagnosti, P. Three dimensional stability of fill dams. Proc.7th Int. Conf. on Soil Mech, and Found. Engrg., A.A.balkema, Rotterdam, the Neterlands, 1969:275-280
[126]Baligh,M.M., Azzouz,A.S., Ladd,C.C.. Line loads on cohesive slopes. Jpn Soc of Soil Mech and Found Eng,1978,2:13 ～ 16
[127]Chen,R.H. and Chameau, J.L. Three dimensional limit equilibrium analysis of slopes. Geotechnique, London, Vol.33 (1),1983 : 31～40
[128]Dennhardt, M.and Forster, W. Problems of three dimension slope stability. Proc.,11 th Int. Conf. on Soil Mech. And Found. Engrg.,1985,2:427～431
[129]Seed,R.B., Mitchell,J.K., Seed,H.B.. Kettlemen Hills waste landfill slope failure. II:stability analysis. J. Geotech. Engrg., ASCE,1990,116(4):669～ 690
[130]Eberhardt,E., Stead,D.. Mechanisms of slope instability in thinly bedded surface mine slopes. In Moore&Hunger(eds.), Proceedings,8th International IAEG Congress, Vancouver. A.A. Balkema, Rotterdam,1998.3011 ～3018
[131]Stead,D., Benko,B., Eberhardt,E., Coggan,J.. Failure mechanisms of complex landslides:A numerical modelling perspective. In Bormhead et al.(eds.), Landslides in Reasearch, Theory and Practice:Proceedings of the 8th International Symposium on Landslides, Cardiff. Thomas Telford, London, 2000.1401-1406
[132]Zienkiewicz,O.C., Humpheson,C., Lewis,R.W.. Associated and non-associated visco-plasticity and plasticity in soil mechanics. Geotechnique,1975, 25(4):671～689
[133]Dawson,E.M., Roth,W.H., Drescher,A.. Slope stability analysis by strength reduction. Geotechnique,1999,49(6):835～840
[134]Matsui,T., San,K.C. Finite element slope stability analysis by shear strength reduction technique. Soils and Foudations,1992,32(1):59～70
[135]张鲁渝,郑颖人.奉节县新城区头道河小区4号路D区高边坡有限元分析[J].地下空间,2001,21(5)：445～479
[136]时卫民,郑颖人,张鲁渝.岩石高边坡的有限元分析及其简化分析方法[J].地下空间,2001,21(5)：455～460
[137]郑颖人,赵尚毅.用有限元法求边坡稳定安全系数[J].公路交通技术,2002, (1)：7～9
[138]张鲁渝,时卫民,郑颖人.平面应变条件下土坡稳定有限元分析[J].岩土工程学报,2002,24(4)：487～490
[139]郑颖人,赵尚毅,张鲁渝.用有限元强度折减法进行边坡稳定性分析[J].中国工程科学,2002,4(10)：57～61
[140]赵尚毅,郑颖人,邓卫东.用有限元强度折减法进行节理岩质边坡稳定性分析[J].岩石力学与工程学报,2003,22(2)：254～260
[141]赵尚毅,郑颖人,唐树名.路堑边坡施工顺序对边坡稳定性影响数值模拟分析[J].地下空间,2003,23(4)：370～374
[142]郑颖人,赵尚毅,邓卫东.岩质边坡破坏机制有限元数值模拟[J].分析力学与工程学报,2003,22(12)：1942～1952
[143]Cundall,P.A.. A computer model for simulating progressive, large scale movements in blocky rock systems. In Rock Mechanics:Proceedings of the International Symposium on Rock Mechanics, Nancy. Paper II-8,1971
[144]Trollope,D.H.. The mechanics of discontinuous or elastic mechanics in rock problems. In rock mechanics in engeering practice, Zienkiewicz O C and Stagg KG(ed.), London:Wiley,1969.275～320
[145]Goodman,R.E.. Methods of geological engineering in discontinuous rock, 1976
[146]石根华.岩体稳定分析的赤平投影方法[J].中国科学,1977,(3)：269～271
[147]石根华.岩体稳定分析的几何方法[J].中国科学,1981,(4)：487～495
[148]石根华,Goodman RE.岩石塌方理论及其应用一塌落体锚固[J].国外地质,1984,(10)：1～17
[149]Kawal T, et al. New discrete models and their application to rock mechanics. Proceedings of international symposium on weak rock,1981.725～730
[150]Wu,T.H., et al. Probabilistic analysis of offshore site Exploration, J. Geot. Eng.ASCE,1986,112(11):981～1000
[151]Christian, J T,ladd,C.C. Sidi,I. Reliability Model of Progressive Slope Failure. Geotechique,1987,37(4):467～481
[152]Christian,J.T., Ladd,C.C., Baecher,G.B.. Reliability applied to slope stability analysis. Journal of Geotechnical Engineering, ASCE, 1994,120(12):2180～2207
[153]高大钊.土力学可靠性原理[M].中国建筑工业出版社,1989,159-185
[154]汪汉生,赵丰功.边坡稳定计算中的可靠度分析[J].西部探矿工程.2003,1：153～156
[155]郑荣跃,梧松.基于Spencer法的边坡稳定性可靠度指标分析[J].岩土力学,2006,27(1)：147～154
[156]闫永业,石博强.考虑不确定性因素的时变可靠度计算方法[J].西安交通大学学报,2007,41(11)：1303～1306
[157]吴震宇,陈建康,许唯临等.岩质边坡稳定的体系可靠度分析及工程应用[J].四川大学学报(工程科学版),2008,40(2)：32～37
[158]陈昌富,彭振斌.含主控弱面双滑块破坏边坡可靠度优化分析[J].中南工业大学学报(自然科学版),1996,27(4)：387～391
[159]李俊,彭振斌,周斌.利用有理多项式技术计算基于Bishop分析模式的边坡稳定可靠度[J].合肥工业大学学报(自然科学版),2009,32(4)：519～522
[160]Folayan,J.I., Hoeg,K., Benjamin,J.R.. Decision theory applied to settlement predictions. Soil Mech. And Found. Div. ASCE,1970,96(4):1127～1141
[161]朱百里,沈珠江.计算土力学[M].上海：上海科学技术出版社,1990.228～266
[162]严春风,张建辉.岩石力学参数的概率分布Bayes的推断[J].重庆建筑大学学报,1997,19(2)：65～71
[163]徐超,杨林德.随机变量拟合优度检验和分布参数Bayes估计[J].同济大学学报,1998,26(3)：340～344
[164]Siddall,J.N.. Probabilistic Engineering Design:Principles and Applications[M]. New York:Marcel Dekker Inc.,1983
[165]Pandey,M.D.. Direct estimation of quantile functions using the maximum entropy principle[J]. Structural safety,2000,22(1):61 ～79
[166]黄兴棣.工程结构可靠性设计[M].北京：人民交通出版社,1992.16～25
[167]邓建,李夕兵,古德生.岩石力学参数概率分布的信息熵推断[J].岩石 力学与工程学报,2004,23(13)：2177-2181
[168]Whitman,R.V.. Organizing and Ealuating uncertainty in Geotechnical Engineering. Tournal of Geotechnical and Geoenvironmental Engineering, 2000,126(7):583-589
[169]祝玉学.边坡可靠度分析[M].冶金工业出版社,1993年.1-58
[170]Whitman,R.V.. Evaluating Calculated Risk in Geotechnical Engineering[J]. Journal of Gemechnical Engineering ASCE,1984,110(2) : 145～148
[171]Duncan,J.M.. State of the art:limit equilibrium and finite element analysis of slopes[J]. Journal of Geotechnical Engineering, ASCE,1996,122(7):577～ 596
[172]Christian,J.T., Ladd,C.C., Baecher,G.B..Reliability and Probability in Stability Analysis. Proceedings of A Specialty Conference on Stability and Performance of Slope and Embankment. ASCE, New York,1992,31(2):1071-1111
[173]Dai,F.C., Lee,C.F. Frequency-volume relation and prediction of rainfall-induced landslides[J]. Engineering geology,2001,59(3-4):253～ 266
[174]Ei-Ramly H.M.. Probabilistic Analyses of Landslide Hazards and Risks: Bridging Theory and Practice. Ph.D. thesis, Geotechnical Engineering Department of Civil and Environmental Engineering, University of Alberta, Canada,2001
[175]李悼芬,汪敏.港渝两地滑坡灾害对比研究[J].岩石力学与工程学报.2000,19(4)：312～315
[176]赵其华.和平沟滑坡风险性评价[J].山地学报,2002,20(5)：611～615
[177]徐曙光.国外滑坡风险评价的进展.国土资源情报[J].2002,6：47～52
[178]朱良峰,殷坤龙,张梁等.GIS支持下的地质灾害风险分析[J].长江科学院院报,2002,54(5)：42-45
[179]谢全敏.滑坡灾害风险评价及其治理决策方法研究：[博士学位论文].武汉：武汉理工大学,2004
[180]李典庆,吴帅兵.考虑时间效应的滑坡风险评估和管理[J].岩土力学,2006,27(12)：2239～2249
[181]石菊松,石玲,吴树仁.滑坡风险评估的难点和进展[J].地质论评,2007,53(6)：797～806
[182]桂重,陈建康,吴震宇,等.基于可靠度的边坡稳定风险分析新方法[J].中 国农村水利水电,2008,9：114-116
[183]陈光齐,ZEN Kouki, KASUYA Yuki.地震引起的边坡灾害风险评估[J].岩石力学与工程学报,2008,27(12)：2488-2493
[184]夏路,魏先华,姜铁军,等.风险管理中的风险分配问题[J].系统工程理论与实践.2008,8：107-117
[185]储文静.湘西红砂岩的工程地质特征与工程边坡的稳定性分析：[硕士学位论文].长沙：中南大学,2009
[186]刘小伟.引洮工程红层软岩隧洞工程地质研究：[博士学位论文].甘肃：兰州大学,2008
[187]卿笃干,朱自强,杨铠.常吉高速沿线红砂岩工程地质特性研究[J].公路工程,2008,33(6)：1-4,15
[188]左文贵.湖南白垩系、第三系红层工程特性研究：[博士学位论文].长沙：中南大学,2006
[189]单灿灿.合肥市红层的工程性质研究及基岩工程地质分区：[硕士学位论文].合肥：合肥工业大学,2007
[190]张可能,周斌,彭环云,等.湘西高速公路红砂岩工程特性及边坡稳定分析.南华大学学报(自然科学版)[J].2009,23(3)：5-9
[191]吴兴序.桩的端阻和侧摩阻的相互作用及其工程应用价值[J].西南交通大学学报,1997,32(3)：313～318.
[192]郭永春,谢强,文江泉.我国红层分布特征及主要工程地质问题[J].水文地质工程地质,2007,(6)：67-71.
[193]袁从华,倪俊.高速公路中红砂岩滑坡特征及整治[J].岩土力学，2004,25(5)：745～748.
[194]袁从华,王荣彪,周健,等.平缓红砂岩滑坡特征及警示分析[J].岩土力学,2006,27(11)：2050～2055
[195]郑贵州.沅麻盆地白垩系地层层序及盆地演化[J].湖南地质,1998,17(2)：91-95
[196]刘克玉.红砂岩工程性能试验研究[J].广东建材,2008,4：11～13
[197]赵明华,刘小明.含崩解软岩红层材料路用工程特性试验研究[J].岩土工程学报.2005,27(6)：32～35
[198]周翠英,邓毅梅,谭祥韶,等.软岩在饱水过程中微观结构变化规律研究[J].中山大学学报,2003,42(4)：98-102
[199]冯君.顺层岩质边坡丌挖稳定性及其支护措施研究：[博士学位论文].成都：西南交通大学,2005
[200]白云峰.顺层岩质边坡稳定性及工程设计研究：[博士学位论文].成都：西南交通大学,2005
[201]Jaeger,J.C.. Shear failure of anisotropic rocks[J]. Geological Magazine, 1960,97(1):6572
[202]苏志敏,江春雷,M. Ghafoori.页岩强度准则的一种模式[J].岩土工程学报,1999,21(3)：311-314
[203]Yong Ming Tien, Ming Chuan Kuo. A failure criterion for transversely isotropic rocks. International Journal of Rock Mechanics& Mining Sciences, 2001,38(3):399-412
[204]刘卡丁,张玉军.层状岩体剪切破坏面方向的影响因素[J].岩石力学与工程学报,2002,21(3)：335～339
[205]Tien,Y.M., Tsao,P.F.. Preparation and mechanical properties of artificial transversely isotropic rock. International Journal of Rock Mechanics& Mining Sciences,2000,37(6) : 1001 ～1012
[206]周应华,周德培,杨涛,等.节理岩体抗剪强度参数的实验分析[J].西南交通大学学报,2005,40(1)：73～76
[207]杨永杰,宋扬,陈绍杰.三轴压缩煤岩强度及变形特征的试验研究[J].煤炭学报,2006,31(2)：150-153
[208]杨圣奇,徐卫亚,苏承东.大理岩三轴压缩变形破坏与能量特征研究[J].工程力学,2007,24(1)：136-142
[209]梁正召,唐春安,李厚祥,等.单轴压缩下横观各向同性岩石破裂过程的数值模拟[J].岩土力学,2005,26(1)：57-62
[210]倪红梅,朱运华.单轴压缩下岩石材料体积效应的数值模拟[J].辽宁工程技术大学学报,2006,25(1)：45-47
[211]周斌,张可能,柳群义.考虑应变软化特征的层状岩体三轴压缩数值试验分析.中南大学学报(自然科学版),2009,40(3)：828-832
[212]Itasca Consulting Group. Theory and background[R]. Minnesota:Itasca Consulting Group,2002
[213]Hoek,E., Bray,J.W.. Rock slope engineering[M]. London:Institute of Mineral and Metallurgy,1981.26～32
[214]李世辉.典型类比分析法的理论与实践[J].铁道建筑技术,1990,(3)：8-11
[215]王宇,罗毅.凌子口隧道围岩稳定性分析评价[J].地质灾害与环境保护,2002,13(3)：40～42
[216]王薇,王连捷,王红才,等.青藏铁路昆仑山隧道稳定性分析[J].地球学报,2002,23(4)：359～362
[217]潘昌实,张弥,吴鸿庆.隧道力学数值方法[M].北京：中国铁道出版社,1995.326-332
[218]周斌,张可能,柳群义.考虑地应力修正的岩体损伤评价分析.科技导报,2009,27(1)：71-73
[219]蔡美峰,乔兰.地应力测量原理和技术[M].北京：科学出版社,1995.18-25
[220]刘锋珍.深部高应力巷道围岩稳定性数值模拟研究：[硕士学位论文].青岛：山东科技大学,2005
[221]Malan,D.F.. Time-dependent behavior of deep level tabular excavations in hard rock. Rock Mechanics and Rock Engineering,1999,32 (2):123～155
[222]Malan,D.F.. Simulation the time-dependent behavior of excavations in hard rock. Rock Mechanics and Rock Engineering,2002,35(4):225～254
[223]Muirwood,A.M.. Tunnels for roads and motorways[J]. Quart. J. Eng. Geol., 1972,5(1):111 ～126
[224]巫德斌.层状岩体边坡工程力学参数研究：[博士学位论文].南京：河海大学,2004
[225]聂士诚.土质边坡稳定的可靠度分析及其土性参数的敏感性研究：[硕士学位论文].长沙：中南大学,2002
[226]刘宇飞.基于MATLAB的土质边坡稳定可靠度计算及应用研究：[硕士学位论文].长沙：中南大学,2008
[227]李猛.边坡稳定可靠度的蒙特卡罗数值模拟及其应用研究：[硕士学位论文].郑州：郑州大学,2004
[228]姚若军.土性参数空间变异和相关情况下的土坡可靠度分析：[硕士学位论文].武汉：武汉大学,2005
[229]姚平.竹城公路顺层岩质边坡稳定性及工程设计研究：[硕士学位论文].长沙：中南大学,2007
[230]马宁.岩土分类和边坡可靠度分析的支持向量机方法：[硕士学位论文].湖南：湖南大学,2007
[231]喻浪平.城市道路边坡风险分析及评价：[硕士学位论文].长沙：中南大学,2007
[232]刘鑫.单体滑坡风险评价方法研究：[硕士学位论文].北京：中国地质大学(北京),2007
[233]李东升.基于可靠度理论的边坡风险评价研究：[博士学位论文].重庆重庆大学,2006
[234]陈云.边坡风险评估系统及其应用研究：[硕士学位论文].重庆：重庆大学,2007
[235]梅强,陆玉梅.人的生命价值评估方法述评[J].中国安全科学学报.2007,17(3)：57～58
[236]梁春生.人力资本价值度量方法探索[J].当代经纪人.2007,17(3)：56～61
[237]杨丌忠,白墨,李莹,等.关于意愿调查价值评估法在我国环境领域应用的可行性探讨-以北京市居民支付意愿研究为例[J].地球科学进展.2002,17(3)：420～421
[238]庞梦雨.人身伤亡赔偿计算方法及理论依据新探[J].中国安全科学学报.2005,15(7)：11～15
[239]Australian Geomechanics Society Landslide risk management, concepts and guidelines. Australian Geomechanics,2000,35(1):51～92
[240]Fell.R. Landslide risk assessment and acceptable risk. Canadian Geotechnical Journal,1994,31(2):261～272
[241]匡少涛,李雷.澳大利亚大坝风险评价的法规与实践[J].水利发展研究,2002,(10)：55～59
[242]田欢欢.公路滑坡处治效果评价研究：[硕士学位论文].长沙：中南大学,2009
[243]欧小祥,韩红桂,贺威.某高速公路边坡稳定性评价.公路工程,2009,34(1)：120～124
[2]何满朝,姚爱军,鹿粗,等.边坡岩体水力学作用的研究[J].岩石力学与工程学报.1998,17(6)：662～666
[3]Grabowski,J., Nawrocki,J..Paleomagnetic studies of selected Permian/Triassic red beds from boreholes in the Polish basin Acta Geophysica Polonica. 1991.39(4) : 453～467
[4]Mantell,C., Rodriguez,M., Martinez de la Ossa,E.. Semi-batch extraction of anthocyanins from red grape pomace in packed beds:experimental results and process modelling. Chemical Engineering Science,2002,57(18):3831～3838
[5]Brown,Alex C.. Refinement for footwall red-bed diagenesis in the sediment-hosted stratiform copper deposits model. Economic Geology, 2005,100(4):765～771
[6]Hecht, C.A..Relations of rock structure and composition to petrophysical and geomechanical rock properties:Examples from permocarboniferous red-beds. Rock Mechanics and Rock Engineering,2005,38(3):197～216
[7]Zaman,H., Torii,M.. Palaeomagnetic study of Cretaceous red beds from the eastern Hindukush ranges, northern Pakistan:palaeoreconstruction of the Kohistan-Karakoram composite unit before the India-Asia collision. Geophysical Journal International,1999,136(3):719～738
[8]Aranda-Gomez,J.J., Mcdowell,F.W.. Paleogene Extension in the Southern Basin and Range Province of Mexico:Syndepositional Tilting of Eocene Red Beds and Oligocene Volcanic Rocks in the Guanajuato Mining District. International Geology Review,1998,40(2): 116～134
[9]Blodgett,R.H., Crabaugh,J.P., McBride,E.F.. Color of red beds-a geologic perspective. SSSA Special Publication (Soil Science Society of America), 1993,31:127～158
[10]Garces,M., Pares,J.M., Cabrera,L.. Further evidence for inclination shallowing in red beds. Geophysical Research Letters,1996,23(16):2065～2068
[11]Lee,Y.S., Nishimura,S., Min,K.D.. High-unblocking-temperature haematite magnetizations of Late Palaeozoic red beds from the Okcheon zone, southern part of the Korean Peninsula. Geophysical Journal International, 1996,125(1):266～284
[12]Chauvin.A., Perroud,H., Bazhenov,M.L.. Anomalous low palaeomagnetic inclinations from Oligocene-Lower Miocene red beds of the south-west Tien Shan, Central Asia. Geophysical Journal International,1996,126(2):303～ 313
[13]Yanik,J., Uddin,Md.A., Sakata,Y.. The Effect of red mud on the liquefaction of waste plastics in heavy vacuum gas oil. Energy Fuels,2001,15(1) : 163～169
[14]Kruiver,P.P., Dekkers,M.J., Langereis,C.G. Secular variation in Permian red beds from Dome de Barrot, SE France. Earth and Planetary Science Letters, 2000,179(1): 205～217
[15]Christian A.Hecht..Geomechauical and petrophysical properties offracture systems in permocarboniferous "red-beds".38th U.S. RockMechanics Symposium, DC Rocks 2001, Jul 7-10,2001,WashingtonD.C./USA,3-6
[16]程强,寇小兵.中国红层的分布及地质环境特征[J].工程地质学报,2004,12(1)：34～40
[17]彭华,吴志才.关于红层特点及分布规律的初步探讨[J].中山大学学报,2003,43(5)：109～113
[18]李廷勇,王建力.中国的红层及发育的地貌类型[J].四川师范大学学报,2002,25(4)：428～431
[19]彭华.中国丹霞地貌研究进展[J].地理科学,2000(3)：203-211
[20]程裕淇.中国区域地质概论[M].北京：地质出版社,1994.152-158
[21]钟共清.湖南红层分布与岩溶形态分类探讨[J].水利技术监督,2005,(5)：45-47
[22]王卫平.长沙市“红层”中极软岩石地基承载力的确定[J].湖南地质,2002,21(2)： 130-132
[23]刘长武,陆士良.泥岩遇水崩解软化机理的研究[J].岩土力学,2000,21(1)：28-31
[24]刘多文,熊承仁.红砂岩的渐进崩解特性试验研究[J].中外公路,2002,22(6)：19～22
[25]王思敬,马风山,杜永康.水库地区的水岩作用及其地质环境的影响[J].工程地质学报,1996(3)：19-23
[26]刘汝明,孙英勋,鲁志强等.滇西红层的工程地质特征及工程对策[J].云 南交通科技,2001,17(6)：1～10
[27]王磊,李曹雄.红层边坡风化过程的化学分析[J].成都科技大学学报,1996,94(6)：61～66
[28]He Manchao. Current Condition for Mechanics of Soft rock in China. Rock Engineering. The Korean Ins. of Min. Energy Press,1996:425～433
[29]He Man-Chao. New Theroy in Tunnel Stability Control Of Soft rock-Mechanics Of Soft rock Engineering[J]. Journal of Coal Science, 1996,17(1):99-103
[30]李冬,彭柏兴.长沙红层嵌岩桩承载力计算探讨[J].冶金矿山山设计与建设,2000,32(6)：42-44
[31]刘俊新.红层泥岩路堤离心试验研究[J].铁道工程学报,2003(2)：97-100
[32]谢连生,付玉军.红砂岩路堤修筑技术研究[J].湖南交通科技,2006,32(3)：26-29
[33]赵明华,苏永华,刘晓明.湘南红砂岩崩解机理研究[J].湖南大学学报(自然科学版),2006,33(1)：16-19
[34]张永安,李峰,陈军.红层泥岩水岩作用特征研究[J].工程地质学报,2008,16(01)：22～26
[35]邓觐宇.高速公路红砂岩的路用性能及施工工艺研究[J].岩土工程技术,2003,5：253～257
[36]赵明华,邓觐宇,曹文贵.红砂岩崩解特性及其路堤填筑技术研究[J].中国公路学报2003,16(3)：1-5
[37]赵明华,刘小明.含崩解软岩红层材料路用工程特性试验研究[J].岩土工程学报2005,27(6)：32～35
[38]李智诚,戴培根.长沙市红层工程性质之分析[J].岩土工程界,2002,5(3)：47-49
[39]王学刚.湖南红层找水初探[J].湖南地质.2002,21(3)：196-200
[40]李冬,彭柏兴.长沙红层嵌岩桩承载力计算探讨[J].冶金矿山山设计与建设,2000,32(6)：42-44
[41]彭柏兴.长沙红层的风化分带与地基承载力的确定[J].城市勘测.2000(3)：中插1-4
[42]吕德徽,侯康明.昌马断裂带断层岩研究及其粘滑、蠕滑特征[J].内陆地震,1995,9(1)：29～34
[43]姚大全,汤有标,李杰,等.郯庐断裂带(莒县招贤～宿迁晓店段)变形产物中的微观粘滑与蠕滑标志[J].地震地质,1995,17(2)：177-184
[44]章根德,何鲜,朱维耀.岩石介质流变学[M].北京,科学出版社,1999.23-28
[45]张有天,周维垣.岩石高边坡的变形与稳定[M].北京：中国水利水电出版社,1999.26-39
[46]陈晓斌,张家生,封志鹏.红砂岩粗粒土流变工程特性试验研究[J].岩石力学与工程学报,2007,26(3)：601-607
[47]Zischinsky,U.. On the deformation of high slopes. Proceed 1st Congr Int. Soc. of Rock Mechanics,1966,2:179～185
[48]Mahr,T.. Deep reaching gravitational deformations of high mountain slopes. Engineering Geology,1977,16(1) : 121 ～ 127
[49]Savage,W.Z., Varnes,D.J.. Mechanics of gravitational spreading of steep-sided ridges ("Sackung"). Engineering Geology,1987,35(1): 31～36
[50]G.Furuya, K.Sassa, H.Hiura, H.Fukuoka. Mechanism of creep movement caused by landslide activity and underground erosion in crystalline schist, Shikoku Island, southwestern Japan. Engineering Geology 1999,53 (3):311～325
[51]苏爱军,冯宗礼.滑坡预报方法探讨[J].水文地质工程地质,1990,(05)：50-51
[52]李天扶.关于利用位移历时曲线预测滑坡剧滑时间的讨论[J].西北水电,1990(4)：8～16
[53]宋克强,崔中兴,袁继国,等.古刘滑坡的蠕变特征及其预报分析[J].岩土工程学报,1994,16(4)：56-64
[54]王士天,郭广,苏道刚.地表条件下岩体的粘性流动变形及其所导致的斜坡破坏[J].成都理工大学学报(自然科学版),1983,(01)：57-64
[55]Q.L.Deng, Z.Y.Zhu, Z.Q.Cui, el at. Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project, Yangtze River, China. Engineering Geology,2000,58(1):67～83
[56]孙钧,凌建明.三峡船闸高边坡岩体的细观损伤及长期稳定性研究[J].岩石力学与工程学报,1997,16(1)：1～7
[57]陈沅江,潘长良,曹平,等.层状岩质边坡蠕变破坏及其影响因素分析[J].勘察科学技术,2001(6)：43～48
[58]王文星,张继业.雾江滑坡滑动面粘土蠕变试验及积分蠕变方程[J].中南工业大学学报(自然科学版),1996,27(4)：392-395
[59]刘晶辉,王山长,杨洪海.软弱夹层流变试验长期强度确定方法[J].勘察 科学技术,1996(5)：3～7
[60]刘晶辉,申力,陈雪松.软弱泥化夹层蠕变特征与边坡变形分析[J].露天采煤技术,2001,(1)：28-34
[61]陆有忠,高永涛,吴顺川等.泥化夹层残余强度的支持向量机预测[J].辽宁工程技术大学学报(自然科学版),2008,27(1)：45-47
[62]韩爱果,聂德新,任光明,等.大型滑坡滑带土剪切流变特性研究[J].工程地质学报,2001,9(04)：345～347
[63]陈晶晶,刘德富,王世梅.清江古树包滑坡滑带土的Mesri蠕变模型[J].三峡大学学报(自然科学版),2005,27(1)：16-19
[64]扬天鸿,芮勇勤,唐春安等.抚顺西露天矿蠕动边坡变形特征及稳定性动态分析[J].岩土力学,2004,25(1)：153-156
[65]丁秀丽,付敬,刘建,等.软硬互层边坡岩体的蠕变特性研究及稳定性分析[J].岩石力学与工程学报,2005,24(19)：3410-3418
[66]Shengwen Qi, Fuzhang Yan, Sijing Wang, Ruichun Xu. Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province, China. Engineering Geology,2006,86 (1):37～51
[67]杨军,姚正学,王念秦.流变力学原理在黄土滑坡研究中的应用[J].甘肃科学学报,2006,18(1)：40-43
[68]王芝银,杨志法,李云鹏,等.顺层边坡岩体结构变形分叉灾变特性研究[J].西安矿业学院学报.1999,19(3)：203-207
[69]李云鹏,杨治林,王芝银.顺层边坡岩体结构稳定性位移理论[J].岩石力学与工程学报.2000,19(6)：747-750
[70]柴贺军,陈谦应,石豫川.缓倾角顺层边坡变形的破坏机制及其防治的优化设计[J].广西交通科技.2002,27(3)：11～14
[71]李树森,任光明,左三胜.层状结构岩体顺层斜坡失稳机理的力学分析[J].地质灾害与环境保护.1995,6(2)：24-29
[72]邓荣贵,周德培,李安洪,等.顺层岩质边坡不稳定岩层临界长度分析[J].岩土工程学报.2002,24(2)：178-182
[73]朱晗迓,马美玲,尚岳全.顺倾向层状岩质边坡溃曲破坏分析[J].浙江大学学报.2004,38(9)：1144-1149
[74]刘均.顺层边坡弯曲破坏的力学分析[J].工程地质学报.1997,5(4)：335-339
[75]刘均.顺层边坡溃曲破坏的计算方法[J].水文地质工程地质.1997,(6)： 37-40
[76]房定旺,许传华,毛权生.岩石边坡的滑劈破坏[J].岩土工程学报.2003,25(6)：688～691
[77]陈沅江,潘长良,王文星.层状岩质边坡蠕变破坏及其影响分析[J].勘察科学技术.2001,(6)：43-48
[78]李天扶.层状岩体边坡顺层破坏机理研究[J].水力发电,1996,(8)：46-49
[79]李彰明.层状结构岩体边坡的滑坡分析[J].化工矿山技术.1996,25(5)：6-8
[80]陈有亮.岩体高边坡滑移与失稳的力学分析[J].煤炭学报.2000,25(6)：598～601
[81]胡新丽,唐辉明,陈建平.高速公路顺层路堑边坡优化设计方法[J].中国地质大学学报.2001,26(4)：373～376
[82]胡新丽,殷坤龙.大型水平顺层滑坡形成机制数值模拟方法[J].山地学报.2001,19(2)：175～179
[83]金仁祥,杨良策,任光明等.三峡库区某公路顺层岩质边坡变形特征分析[J].地质灾害与防治学报.2003,14(2)：39-43
[84]刘晓红,饶秋华,李晓红.洞坎河人型牵引式顺层滑坡成因机理及防治对策[J].湖南理工学院学报.2003,16(4)：68-70
[85]孙国富,刘维宁,陶连金,等.陡倾外层状岩石边坡的破坏机制与开挖模拟[J].岩土工程学报.2003,25(6)：697-701
[86]杨天鸿,芮勇勤,唐春安.阜新海洲露天矿顺层边坡变形破坏机理分析[J].水文地质工程地质.2001,(4)：36-39
[87]张天军,李云鹏.直立顺层边坡的黏弹性稳定分析[J].力学与实践.2003,25(6)：51～54
[88]张景德,刘培泰,黄成佳.软弱结构面和裂隙岩体直剪破坏机理研究[J].岩土工程学报,1994,16(6)：21-29.
[89]唐良琴.软弱夹层粒度成分与强度参数的关系研究[J].重庆交通学院学报,2005,24(2)：94～97.
[90]Hast, N. The state of stresses in the upper part of the Earth's crust. Technophysics,8,1969:169～211
[91]Leeman,E.R., Hayes,D.J.. A technique for determining the complete state of stress in rock using a single borehole. Proc. First ISRM Cong. Laboratorio Nacional de Engenharia Civil, Lisbon,1966:17～21
[92]Leeman,E.R. The determination of the complete state of stress in rock in a single borehole-Laboratory and underground measurements. Int. J. Rock Mech. Min. Sci.,1968,5(1):31-38
[93]Leeman,E.R.. The measurement of stress in rock:a review of recent developments, in Proc. Int. Symp. on the Determination of Stresses in rock masses, Lab. Nacional de Engenharia Civil, Lisbon,1969,1:200～229
[94]Worotnicki,G.Walton,R.J.. Triaxial "hollow inclusion" gauges for determination of rock stresses in situ, Investigation of Stress in Rock-Advances in Stress Measurement, Proc. Int. Symp., Sydney 1976,1:1～8
[95]Fairhurst,C. Methods of determining "in situ" rock stresses at great depth. Missouri River Div'n. U.S. Army Corps of Eng'rs. Omaha, Tech. Report. 1968:1～68
[96]Kaiser,J. Erkenntnisse und Folgerungen aus der Messung von Gerauschen bei Zugbeanspruchung von metallischen Werkstoffen. Archiv fur das Eisenhuettenwes,1953,24 : 43～45
[97]曹文贵,张升.基于Mohr-Coulomb准则的岩石损伤统计分析方法研究[J].湖南大学学报(自然科学版),2005,32(1)：43～47
[98]张有天,胡惠昌.地应力场的趋势分析[J].水利学报,1984(10)：31～38
[99]刘广润,晏鄂川,练操.论滑坡分类.工程地质学报[J].2002,10(4)：339～342
[100]陈红旗,赵华.水电工程高边坡的地质工程分类研究[J].水利水电技术.2004,35(4)：9～12
[101]金德濂.水利水电工程边坡的工程地质分类(中)[J].西北水电.2002，(2)：10～12
[102]姜德义,王国栋.高速公路工程边坡的工程地质分类[J].重庆大学学报.2003,26(11)：113～116
[103]Bishop.A.W. The use of the slip circle in the stability analysis of slopes. Geotichnique, London,1955,5(1):7～17
[104]Janbu.N. Earth pressures and bearing capacity calculations by generalised procedure of slices. Proceedings of the 4th international conference on soil mechanics and foundation engineering,1957,2:207～212
[105]Morgenstern,N.R., Price,V.E.. The analysis of the stability of general slip surfaces. Geotechnique, London,1965,15(1):79～93
[106]Spencer,E. A method of analysis of the stability of embankments assuming parallel interslice forces. Geotechnique, London,1967,17(1):11～ 26
[107]Hoek,E., Bray,J.W., Boyd,J.M.. The stability of a rock slope containing a wedge resting on two intersecting discontinuities. Quarterly Journal of Engineering Geology and Hydrogeology,1973,6(1):1～55
[108]Revilla,J. Castillo, E.. The calculus of variation applied to stability of slopes. Geotechnique,1977,27(1) : 1 ～ 11
[109]Sarma,S.K. Stability analysis of embankments and slopes. Journal of the Geotechnical Engineering Division,1979,105(12):1511 ～ 1524
[110]潘家铮.建筑物的抗滑稳定和滑坡分析[M].水利出版社,1980.28～45
[111]陈祖煜.建筑物抗滑稳定分析中“潘家铮最大最小原理”的证明[J].清大学学报(自然科学版),1998,38(1)：1～4
[112]Leshchinsky,D. Slope stability analysis:Generalized approach. Journal of Geotechnical Engineering,1990,116(5):851～867
[113]Li,K.S., White,W.. Rapid evaluation of the critical slope surface in slope stability problems. International Journal for Numerical and Analytical Methods in Geomechanics,1987,11 (5):449～473
[114]Clough, A.K. Variable factor of safety in slopes stability analysis by limit equilibrium method.1st Eng. India Part II,1988,69(3):149-155
[115]Milutin M Srbalov. Limit equilibrium method with local factors of safety for slope stability. Canadian geotechnical journal,1987,24(4):652～656
[116]Chen Z.Y., Shao.C.M.. Evaluation of minimum factor of safety in slope stability analysis. Can. Geotech. J.,1988,25(4):735～748
[117]Meiketsu Enoki, Mori, Yagi, Ryuichi and Yatabe. Generalized slice method for slope stability analysis. Soil. Found.J.,1990,30(2):1 ～ 13
[118]Espinazo,R,D. Bourdeau.P.L., Muhunthan,B. Unified formulation for analysis of slopes with general slip surface. Geotech. Eng.,1994,120(7):1185～1204
[119]Baker,R. Determination of the critical slip surface in slope stability computations. International Journal for Numerical and Analytical Methods in Geomechanics,1980,4(4) : 333～359
[120]Boutrup.E. Lovell,C.W.. Search techniques in slope stability analysis. Engrg. Geol.,1980.16(1-2):51-61
[121]Cherubini, C. and Creco, V.R. A probabilistic method for locating the critical slip surface in slope stability analysis. Inst for Risk Research,1987,2:1182～ 1187
[122]Yamagami,T. Ueta,Y.. Search for noncircular slip surfaces by the Morgenstern-Price method. Proc.6th Int. Conf. Numer. Methods in Geomech., 1988,1219～1223
[123]Chen,Z.Y. Random trials used in determining global minimum factors of safety of slopes. Can.Geotech.J.,1992,29(2):225～233
[124]Greco, V.R. Efficient Monte Carlo technique for locating critical slip surface. J.Geotech.Eng.,1996,122(7):517～525
[125]Anagnosti, P. Three dimensional stability of fill dams. Proc.7th Int. Conf. on Soil Mech, and Found. Engrg., A.A.balkema, Rotterdam, the Neterlands, 1969:275-280
[126]Baligh,M.M., Azzouz,A.S., Ladd,C.C.. Line loads on cohesive slopes. Jpn Soc of Soil Mech and Found Eng,1978,2:13 ～ 16
[127]Chen,R.H. and Chameau, J.L. Three dimensional limit equilibrium analysis of slopes. Geotechnique, London, Vol.33 (1),1983 : 31～40
[128]Dennhardt, M.and Forster, W. Problems of three dimension slope stability. Proc.,11 th Int. Conf. on Soil Mech. And Found. Engrg.,1985,2:427～431
[129]Seed,R.B., Mitchell,J.K., Seed,H.B.. Kettlemen Hills waste landfill slope failure. II:stability analysis. J. Geotech. Engrg., ASCE,1990,116(4):669～ 690
[130]Eberhardt,E., Stead,D.. Mechanisms of slope instability in thinly bedded surface mine slopes. In Moore&Hunger(eds.), Proceedings,8th International IAEG Congress, Vancouver. A.A. Balkema, Rotterdam,1998.3011 ～3018
[131]Stead,D., Benko,B., Eberhardt,E., Coggan,J.. Failure mechanisms of complex landslides:A numerical modelling perspective. In Bormhead et al.(eds.), Landslides in Reasearch, Theory and Practice:Proceedings of the 8th International Symposium on Landslides, Cardiff. Thomas Telford, London, 2000.1401-1406
[132]Zienkiewicz,O.C., Humpheson,C., Lewis,R.W.. Associated and non-associated visco-plasticity and plasticity in soil mechanics. Geotechnique,1975, 25(4):671～689
[133]Dawson,E.M., Roth,W.H., Drescher,A.. Slope stability analysis by strength reduction. Geotechnique,1999,49(6):835～840
[134]Matsui,T., San,K.C. Finite element slope stability analysis by shear strength reduction technique. Soils and Foudations,1992,32(1):59～70
[135]张鲁渝,郑颖人.奉节县新城区头道河小区4号路D区高边坡有限元分析[J].地下空间,2001,21(5)：445～479
[136]时卫民,郑颖人,张鲁渝.岩石高边坡的有限元分析及其简化分析方法[J].地下空间,2001,21(5)：455～460
[137]郑颖人,赵尚毅.用有限元法求边坡稳定安全系数[J].公路交通技术,2002, (1)：7～9
[138]张鲁渝,时卫民,郑颖人.平面应变条件下土坡稳定有限元分析[J].岩土工程学报,2002,24(4)：487～490
[139]郑颖人,赵尚毅,张鲁渝.用有限元强度折减法进行边坡稳定性分析[J].中国工程科学,2002,4(10)：57～61
[140]赵尚毅,郑颖人,邓卫东.用有限元强度折减法进行节理岩质边坡稳定性分析[J].岩石力学与工程学报,2003,22(2)：254～260
[141]赵尚毅,郑颖人,唐树名.路堑边坡施工顺序对边坡稳定性影响数值模拟分析[J].地下空间,2003,23(4)：370～374
[142]郑颖人,赵尚毅,邓卫东.岩质边坡破坏机制有限元数值模拟[J].分析力学与工程学报,2003,22(12)：1942～1952
[143]Cundall,P.A.. A computer model for simulating progressive, large scale movements in blocky rock systems. In Rock Mechanics:Proceedings of the International Symposium on Rock Mechanics, Nancy. Paper II-8,1971
[144]Trollope,D.H.. The mechanics of discontinuous or elastic mechanics in rock problems. In rock mechanics in engeering practice, Zienkiewicz O C and Stagg KG(ed.), London:Wiley,1969.275～320
[145]Goodman,R.E.. Methods of geological engineering in discontinuous rock, 1976
[146]石根华.岩体稳定分析的赤平投影方法[J].中国科学,1977,(3)：269～271
[147]石根华.岩体稳定分析的几何方法[J].中国科学,1981,(4)：487～495
[148]石根华,Goodman RE.岩石塌方理论及其应用一塌落体锚固[J].国外地质,1984,(10)：1～17
[149]Kawal T, et al. New discrete models and their application to rock mechanics. Proceedings of international symposium on weak rock,1981.725～730
[150]Wu,T.H., et al. Probabilistic analysis of offshore site Exploration, J. Geot. Eng.ASCE,1986,112(11):981～1000
[151]Christian, J T,ladd,C.C. Sidi,I. Reliability Model of Progressive Slope Failure. Geotechique,1987,37(4):467～481
[152]Christian,J.T., Ladd,C.C., Baecher,G.B.. Reliability applied to slope stability analysis. Journal of Geotechnical Engineering, ASCE, 1994,120(12):2180～2207
[153]高大钊.土力学可靠性原理[M].中国建筑工业出版社,1989,159-185
[154]汪汉生,赵丰功.边坡稳定计算中的可靠度分析[J].西部探矿工程.2003,1：153～156
[155]郑荣跃,梧松.基于Spencer法的边坡稳定性可靠度指标分析[J].岩土力学,2006,27(1)：147～154
[156]闫永业,石博强.考虑不确定性因素的时变可靠度计算方法[J].西安交通大学学报,2007,41(11)：1303～1306
[157]吴震宇,陈建康,许唯临等.岩质边坡稳定的体系可靠度分析及工程应用[J].四川大学学报(工程科学版),2008,40(2)：32～37
[158]陈昌富,彭振斌.含主控弱面双滑块破坏边坡可靠度优化分析[J].中南工业大学学报(自然科学版),1996,27(4)：387～391
[159]李俊,彭振斌,周斌.利用有理多项式技术计算基于Bishop分析模式的边坡稳定可靠度[J].合肥工业大学学报(自然科学版),2009,32(4)：519～522
[160]Folayan,J.I., Hoeg,K., Benjamin,J.R.. Decision theory applied to settlement predictions. Soil Mech. And Found. Div. ASCE,1970,96(4):1127～1141
[161]朱百里,沈珠江.计算土力学[M].上海：上海科学技术出版社,1990.228～266
[162]严春风,张建辉.岩石力学参数的概率分布Bayes的推断[J].重庆建筑大学学报,1997,19(2)：65～71
[163]徐超,杨林德.随机变量拟合优度检验和分布参数Bayes估计[J].同济大学学报,1998,26(3)：340～344
[164]Siddall,J.N.. Probabilistic Engineering Design:Principles and Applications[M]. New York:Marcel Dekker Inc.,1983
[165]Pandey,M.D.. Direct estimation of quantile functions using the maximum entropy principle[J]. Structural safety,2000,22(1):61 ～79
[166]黄兴棣.工程结构可靠性设计[M].北京：人民交通出版社,1992.16～25
[167]邓建,李夕兵,古德生.岩石力学参数概率分布的信息熵推断[J].岩石 力学与工程学报,2004,23(13)：2177-2181
[168]Whitman,R.V.. Organizing and Ealuating uncertainty in Geotechnical Engineering. Tournal of Geotechnical and Geoenvironmental Engineering, 2000,126(7):583-589
[169]祝玉学.边坡可靠度分析[M].冶金工业出版社,1993年.1-58
[170]Whitman,R.V.. Evaluating Calculated Risk in Geotechnical Engineering[J]. Journal of Gemechnical Engineering ASCE,1984,110(2) : 145～148
[171]Duncan,J.M.. State of the art:limit equilibrium and finite element analysis of slopes[J]. Journal of Geotechnical Engineering, ASCE,1996,122(7):577～ 596
[172]Christian,J.T., Ladd,C.C., Baecher,G.B..Reliability and Probability in Stability Analysis. Proceedings of A Specialty Conference on Stability and Performance of Slope and Embankment. ASCE, New York,1992,31(2):1071-1111
[173]Dai,F.C., Lee,C.F. Frequency-volume relation and prediction of rainfall-induced landslides[J]. Engineering geology,2001,59(3-4):253～ 266
[174]Ei-Ramly H.M.. Probabilistic Analyses of Landslide Hazards and Risks: Bridging Theory and Practice. Ph.D. thesis, Geotechnical Engineering Department of Civil and Environmental Engineering, University of Alberta, Canada,2001
[175]李悼芬,汪敏.港渝两地滑坡灾害对比研究[J].岩石力学与工程学报.2000,19(4)：312～315
[176]赵其华.和平沟滑坡风险性评价[J].山地学报,2002,20(5)：611～615
[177]徐曙光.国外滑坡风险评价的进展.国土资源情报[J].2002,6：47～52
[178]朱良峰,殷坤龙,张梁等.GIS支持下的地质灾害风险分析[J].长江科学院院报,2002,54(5)：42-45
[179]谢全敏.滑坡灾害风险评价及其治理决策方法研究：[博士学位论文].武汉：武汉理工大学,2004
[180]李典庆,吴帅兵.考虑时间效应的滑坡风险评估和管理[J].岩土力学,2006,27(12)：2239～2249
[181]石菊松,石玲,吴树仁.滑坡风险评估的难点和进展[J].地质论评,2007,53(6)：797～806
[182]桂重,陈建康,吴震宇,等.基于可靠度的边坡稳定风险分析新方法[J].中 国农村水利水电,2008,9：114-116
[183]陈光齐,ZEN Kouki, KASUYA Yuki.地震引起的边坡灾害风险评估[J].岩石力学与工程学报,2008,27(12)：2488-2493
[184]夏路,魏先华,姜铁军,等.风险管理中的风险分配问题[J].系统工程理论与实践.2008,8：107-117
[185]储文静.湘西红砂岩的工程地质特征与工程边坡的稳定性分析：[硕士学位论文].长沙：中南大学,2009
[186]刘小伟.引洮工程红层软岩隧洞工程地质研究：[博士学位论文].甘肃：兰州大学,2008
[187]卿笃干,朱自强,杨铠.常吉高速沿线红砂岩工程地质特性研究[J].公路工程,2008,33(6)：1-4,15
[188]左文贵.湖南白垩系、第三系红层工程特性研究：[博士学位论文].长沙：中南大学,2006
[189]单灿灿.合肥市红层的工程性质研究及基岩工程地质分区：[硕士学位论文].合肥：合肥工业大学,2007
[190]张可能,周斌,彭环云,等.湘西高速公路红砂岩工程特性及边坡稳定分析.南华大学学报(自然科学版)[J].2009,23(3)：5-9
[191]吴兴序.桩的端阻和侧摩阻的相互作用及其工程应用价值[J].西南交通大学学报,1997,32(3)：313～318.
[192]郭永春,谢强,文江泉.我国红层分布特征及主要工程地质问题[J].水文地质工程地质,2007,(6)：67-71.
[193]袁从华,倪俊.高速公路中红砂岩滑坡特征及整治[J].岩土力学，2004,25(5)：745～748.
[194]袁从华,王荣彪,周健,等.平缓红砂岩滑坡特征及警示分析[J].岩土力学,2006,27(11)：2050～2055
[195]郑贵州.沅麻盆地白垩系地层层序及盆地演化[J].湖南地质,1998,17(2)：91-95
[196]刘克玉.红砂岩工程性能试验研究[J].广东建材,2008,4：11～13
[197]赵明华,刘小明.含崩解软岩红层材料路用工程特性试验研究[J].岩土工程学报.2005,27(6)：32～35
[198]周翠英,邓毅梅,谭祥韶,等.软岩在饱水过程中微观结构变化规律研究[J].中山大学学报,2003,42(4)：98-102
[199]冯君.顺层岩质边坡丌挖稳定性及其支护措施研究：[博士学位论文].成都：西南交通大学,2005
[200]白云峰.顺层岩质边坡稳定性及工程设计研究：[博士学位论文].成都：西南交通大学,2005
[201]Jaeger,J.C.. Shear failure of anisotropic rocks[J]. Geological Magazine, 1960,97(1):6572
[202]苏志敏,江春雷,M. Ghafoori.页岩强度准则的一种模式[J].岩土工程学报,1999,21(3)：311-314
[203]Yong Ming Tien, Ming Chuan Kuo. A failure criterion for transversely isotropic rocks. International Journal of Rock Mechanics& Mining Sciences, 2001,38(3):399-412
[204]刘卡丁,张玉军.层状岩体剪切破坏面方向的影响因素[J].岩石力学与工程学报,2002,21(3)：335～339
[205]Tien,Y.M., Tsao,P.F.. Preparation and mechanical properties of artificial transversely isotropic rock. International Journal of Rock Mechanics& Mining Sciences,2000,37(6) : 1001 ～1012
[206]周应华,周德培,杨涛,等.节理岩体抗剪强度参数的实验分析[J].西南交通大学学报,2005,40(1)：73～76
[207]杨永杰,宋扬,陈绍杰.三轴压缩煤岩强度及变形特征的试验研究[J].煤炭学报,2006,31(2)：150-153
[208]杨圣奇,徐卫亚,苏承东.大理岩三轴压缩变形破坏与能量特征研究[J].工程力学,2007,24(1)：136-142
[209]梁正召,唐春安,李厚祥,等.单轴压缩下横观各向同性岩石破裂过程的数值模拟[J].岩土力学,2005,26(1)：57-62
[210]倪红梅,朱运华.单轴压缩下岩石材料体积效应的数值模拟[J].辽宁工程技术大学学报,2006,25(1)：45-47
[211]周斌,张可能,柳群义.考虑应变软化特征的层状岩体三轴压缩数值试验分析.中南大学学报(自然科学版),2009,40(3)：828-832
[212]Itasca Consulting Group. Theory and background[R]. Minnesota:Itasca Consulting Group,2002
[213]Hoek,E., Bray,J.W.. Rock slope engineering[M]. London:Institute of Mineral and Metallurgy,1981.26～32
[214]李世辉.典型类比分析法的理论与实践[J].铁道建筑技术,1990,(3)：8-11
[215]王宇,罗毅.凌子口隧道围岩稳定性分析评价[J].地质灾害与环境保护,2002,13(3)：40～42
[216]王薇,王连捷,王红才,等.青藏铁路昆仑山隧道稳定性分析[J].地球学报,2002,23(4)：359～362
[217]潘昌实,张弥,吴鸿庆.隧道力学数值方法[M].北京：中国铁道出版社,1995.326-332
[218]周斌,张可能,柳群义.考虑地应力修正的岩体损伤评价分析.科技导报,2009,27(1)：71-73
[219]蔡美峰,乔兰.地应力测量原理和技术[M].北京：科学出版社,1995.18-25
[220]刘锋珍.深部高应力巷道围岩稳定性数值模拟研究：[硕士学位论文].青岛：山东科技大学,2005
[221]Malan,D.F.. Time-dependent behavior of deep level tabular excavations in hard rock. Rock Mechanics and Rock Engineering,1999,32 (2):123～155
[222]Malan,D.F.. Simulation the time-dependent behavior of excavations in hard rock. Rock Mechanics and Rock Engineering,2002,35(4):225～254
[223]Muirwood,A.M.. Tunnels for roads and motorways[J]. Quart. J. Eng. Geol., 1972,5(1):111 ～126
[224]巫德斌.层状岩体边坡工程力学参数研究：[博士学位论文].南京：河海大学,2004
[225]聂士诚.土质边坡稳定的可靠度分析及其土性参数的敏感性研究：[硕士学位论文].长沙：中南大学,2002
[226]刘宇飞.基于MATLAB的土质边坡稳定可靠度计算及应用研究：[硕士学位论文].长沙：中南大学,2008
[227]李猛.边坡稳定可靠度的蒙特卡罗数值模拟及其应用研究：[硕士学位论文].郑州：郑州大学,2004
[228]姚若军.土性参数空间变异和相关情况下的土坡可靠度分析：[硕士学位论文].武汉：武汉大学,2005
[229]姚平.竹城公路顺层岩质边坡稳定性及工程设计研究：[硕士学位论文].长沙：中南大学,2007
[230]马宁.岩土分类和边坡可靠度分析的支持向量机方法：[硕士学位论文].湖南：湖南大学,2007
[231]喻浪平.城市道路边坡风险分析及评价：[硕士学位论文].长沙：中南大学,2007
[232]刘鑫.单体滑坡风险评价方法研究：[硕士学位论文].北京：中国地质大学(北京),2007
[233]李东升.基于可靠度理论的边坡风险评价研究：[博士学位论文].重庆重庆大学,2006
[234]陈云.边坡风险评估系统及其应用研究：[硕士学位论文].重庆：重庆大学,2007
[235]梅强,陆玉梅.人的生命价值评估方法述评[J].中国安全科学学报.2007,17(3)：57～58
[236]梁春生.人力资本价值度量方法探索[J].当代经纪人.2007,17(3)：56～61
[237]杨丌忠,白墨,李莹,等.关于意愿调查价值评估法在我国环境领域应用的可行性探讨-以北京市居民支付意愿研究为例[J].地球科学进展.2002,17(3)：420～421
[238]庞梦雨.人身伤亡赔偿计算方法及理论依据新探[J].中国安全科学学报.2005,15(7)：11～15
[239]Australian Geomechanics Society Landslide risk management, concepts and guidelines. Australian Geomechanics,2000,35(1):51～92
[240]Fell.R. Landslide risk assessment and acceptable risk. Canadian Geotechnical Journal,1994,31(2):261～272
[241]匡少涛,李雷.澳大利亚大坝风险评价的法规与实践[J].水利发展研究,2002,(10)：55～59
[242]田欢欢.公路滑坡处治效果评价研究：[硕士学位论文].长沙：中南大学,2009
[243]欧小祥,韩红桂,贺威.某高速公路边坡稳定性评价.公路工程,2009,34(1)：120～124