弱渗透裂隙介质深埋长隧洞水文地质模型及其涌水量预测研究
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摘要
本文在南水北调西线一期工程水文地质条件专题评价工作的基础上,针对弱渗透裂隙介质深埋条件下隧洞涌水问题,从地下水渗流理论的推导、水文地质模型的建立、计算方法的创新和工程应用几个方面进行了深入探讨。围绕弱渗透深埋裂隙介质进行分析,建立的模型和使用的方法都考虑了工程地质和水文地质要素(物理量)在深埋状态下的地下水渗流特性。通过研究取得了一些有益的成果。
论文首先简要介绍了渗流理论研究历史和现状,简述目前比较常用的几种水文地质模型的建立、边界条件的假定和模型的求解以及水文地质参数的求取,通过对比分析讨论各个模型的优缺点,对采用裂隙网络随机模拟方法来计算和预测涌水量大小进行探讨。其次,根据现场调查和勘探的第一手资料,详细分析了南水北调引水隧洞区内工程地质和水文地质条件,并分区域进行了涌水量预测和计算。最后,对所得数据进行比较分析,认为通过裂隙网络法计算得到的结果合理。
通过对研究区水文地质条件的分析,归纳了三种典型的地下水渗流特征,并且在继承前人研究成果的基础上,将人工双层水位理论引入到分析和解决深埋条件下引水隧洞涌水量问题,对涌水发生机制以及在不同渗透性条件下指导隧洞开挖具有较好的现实意义。
将所建立的水流模型和使用的方法应用到南水北调西线一期工程涌水量预测和计算中,取得了满意的结果,证实该方法具有实用性。
This article based on the northward rerouting of southern river west line issue of hydrogeological conditions topic appraisal project, studied the tunnel which deeply buried under the condition of the weak seepage crevasse medium by the ground water movement rule, mainly from the hydrology geology model established, the ground water transfusion theory inferentially, the computational method innovation and the project application etc.to make the thorough discussion, each part of contents all threaded up the weakly seep and deeply buried of the crevasse medium to carry on the analysis, simultaneously the model and the method which established had also considered the engineering geology and the hydrology geologic feature (physical quantity) deeply buried under the condition of the stress strain characteristic, we has yielded some beneficial results through the research..This article first briefly introduced the history of the transfusion fundamental research and the present situation, the summary at present of the several commonly used hydrgeological model establishment, the hypothesis of boundary condition and the model solution and the hydrogeological parameter obtained, discussed each model through the contrast analysis of the good and the bad aspects, attempt to calculate and forecast the water volume size through the crevasse network stochastic simulation method. Second, according to the dam site area original drill holes geological stick plots and the plaint hole element traces multianalysis northward rerouting of southern river derivation tunnel and the dam site area with the horizontal direction engineering geological and the hydrogeological conditions, then divided the region to forecast and computate welled up the water volume. Finally, we took the comparative analysis to the obtained data, proved the view point of this article.Through the various dam sites area drill-log analysis,we had induced three kind of typical ground water transfusios characteristics, and based on the foundation of the predecessors' research results, the artificial double-decked water level theory will introduce to analyze and to solve deeply buried tunnel under the condition of the derivation to well up the water volume question, this method has the better project significance to well up the water mechanism as well as instructs the tunnel under the different permeable condition to excavate.Applying the established fluent model and the method to the northward rerouting of southern river west line issue of project which well up in the water volume forecast and the computation, has obtained the satisfactory results, confirmed that this method will be widely used.
论文首先简要介绍了渗流理论研究历史和现状,简述目前比较常用的几种水文地质模型的建立、边界条件的假定和模型的求解以及水文地质参数的求取,通过对比分析讨论各个模型的优缺点,对采用裂隙网络随机模拟方法来计算和预测涌水量大小进行探讨。其次,根据现场调查和勘探的第一手资料,详细分析了南水北调引水隧洞区内工程地质和水文地质条件,并分区域进行了涌水量预测和计算。最后,对所得数据进行比较分析,认为通过裂隙网络法计算得到的结果合理。
通过对研究区水文地质条件的分析,归纳了三种典型的地下水渗流特征,并且在继承前人研究成果的基础上,将人工双层水位理论引入到分析和解决深埋条件下引水隧洞涌水量问题,对涌水发生机制以及在不同渗透性条件下指导隧洞开挖具有较好的现实意义。
将所建立的水流模型和使用的方法应用到南水北调西线一期工程涌水量预测和计算中,取得了满意的结果,证实该方法具有实用性。
This article based on the northward rerouting of southern river west line issue of hydrogeological conditions topic appraisal project, studied the tunnel which deeply buried under the condition of the weak seepage crevasse medium by the ground water movement rule, mainly from the hydrology geology model established, the ground water transfusion theory inferentially, the computational method innovation and the project application etc.to make the thorough discussion, each part of contents all threaded up the weakly seep and deeply buried of the crevasse medium to carry on the analysis, simultaneously the model and the method which established had also considered the engineering geology and the hydrology geologic feature (physical quantity) deeply buried under the condition of the stress strain characteristic, we has yielded some beneficial results through the research..This article first briefly introduced the history of the transfusion fundamental research and the present situation, the summary at present of the several commonly used hydrgeological model establishment, the hypothesis of boundary condition and the model solution and the hydrogeological parameter obtained, discussed each model through the contrast analysis of the good and the bad aspects, attempt to calculate and forecast the water volume size through the crevasse network stochastic simulation method. Second, according to the dam site area original drill holes geological stick plots and the plaint hole element traces multianalysis northward rerouting of southern river derivation tunnel and the dam site area with the horizontal direction engineering geological and the hydrogeological conditions, then divided the region to forecast and computate welled up the water volume. Finally, we took the comparative analysis to the obtained data, proved the view point of this article.Through the various dam sites area drill-log analysis,we had induced three kind of typical ground water transfusios characteristics, and based on the foundation of the predecessors' research results, the artificial double-decked water level theory will introduce to analyze and to solve deeply buried tunnel under the condition of the derivation to well up the water volume question, this method has the better project significance to well up the water mechanism as well as instructs the tunnel under the different permeable condition to excavate.Applying the established fluent model and the method to the northward rerouting of southern river west line issue of project which well up in the water volume forecast and the computation, has obtained the satisfactory results, confirmed that this method will be widely used.
引文
[1] 徐则民,黄润秋.深埋隧洞地质灾害及其评价与控制[D].成都:成都理工大学报,2004,09(suppl):363-367
[2] 任旭华,陈祥荣.富水区深埋长隧洞工程中的主要水问题及对策[J].湖北:岩石力学与工程学报,2004,23(11):1924-1929
[3] 徐济川,黄少霞.大瑶山隧洞的突泥涌水机制[J].北京:铁道工程学报,1996,52(02):34-37
[4] Trefzger.R.E..Tecolote Tunnel Engineering Geology in Southem California. Assoc Eng. Geol Spec Publ, 1966.108-113
[5] Thompson.T.F., San Jacinto Tunnel Engineering Geology in Southern California- Assoc. Eng.Geol. Spec. Publ. 1966.104-107.
[6] 铁道部第一勘察设计院.铁路工程水文地质勘查规程[M].北京:铁道部出版社,1985
[7] 王鹏,乔兰.岩质边坡渗流场中等效连续介质模型的应用[J].北京:北京科技大学学报,2003,6(02):33-35
[8] Long.C.S, Gilmour.P, Witherspoon.E.A model for steady fluid flow in random three-dimensional networks of disk-chaped fractures[J]. Water Resour Res, 1985, 21(8): 1105-1115
[9] 万力,李定方,李吉庆.三维裂隙网络的多边形单元渗流模型[J].水利水运科学研究,1993,6(4):347-353
[10] Bellier.J., Londe.P.. The Malpasset dam Engineering Foundation Conf. Proc.The evaluation of dam safety, 1976, 3(06): 165-169
[11] Romm.E,S..Flow Characteristics of Fractured Rocks.Nedra Moscow,1966, 6(08):92-97
[12] 黄涛,杨立中.山区隧道涌水量计算中的双场耦合作用研究[M].成都:西南交通大学出版社,2002:2-7
[13] 田开铭.对裂隙岩石渗透性的初步探讨[J].江苏:地质研究,1982:55-63
[14] 张有天,张武功.裂隙岩体渗透特性渗透数学模型及系数量测[J].湖北:岩石力学,1982:66-70
[15] 杜延龄,许国安.复杂岩基三维渗流分析研究[J].北京:水利学报,1984:35-37
[16] Snow.D.T..A Parallel Plate Model of Fractured Permeable Media. Ph.D. Thesis, Univ. Calif.Berkeley, 1965:26-89
[17] Louis.C.,Maini .Y.N.T..Determination of in situ hydraulic parameters in joint rock. Proc 2nd Congr. ISRM,1970, Vol(1):25-36
[18] Carlsson.A. ,Olsson.T..The Analysis of Fractures. Strss and Water Flow for Rock Engineering Project. Comprehensive Rock Engineering, 1993,Vol(2):348-359
[19] Lomize.G.M.. Flow in Fractured Rocki(in Russian).Gosemergoized Moscow,1951:89-94
[20] 张有天.裂隙岩体中水的运动与水工建筑物相互作用[J].北京:水利水电科学研究院,1992:42-46
[21] Wittke.W., Leonards G.A.. Modified hypothesis for failure of Malpasset dam, Int. Workshop on dam failure ,Purdue University .West Lafayette, 1985:79-89
[22] 田开铭,万力.各向异性裂隙介质渗透性的研究与评价[M].北京:学苑出版社,1989:254-259
[23] 杨太华.水-裂隙岩体相互作用理论及其应用研究[M].上海:同济大学博士论文,1995:39-51
[24] Hoek.E.,Bray.J.W著,卢世宗等译.岩石边坡工程[M].北京:冶金工业出版社.1983:301-324
[25] Elsworth.D.&.Doe.T.W., Application of Non-linear Flow Laws in Determining Rock Fissure Geometry From Single Borehole Pumping Tests. Int.J.Rock Mech.Min.Sci.& Geomech.Abstr, 1986, 23(3): 64-69
[26] 周汾,浦琬华.裂隙岩体各向异性渗流特性及其野外测定方法[M].水利水电科学研究院研究论文集第8集(岩体工程).北京:水利出版社,1982:114-134
[27] Snow.D.T..Rock Fracture Spacings Opening and Porosities. J. Soil Mesh. Found .Div.. Proc. Amer. Soc. Civil Engrs,1968,2(06): 94-103
[28] Snow. D. T.. Anisotropic Permeability of Fracture Media.Water Resources Research., 1969,5(21):369-378
[29] Wilson.C.R.,Whthersppon.P.A.,Long.J.C.S..Large-Scale Hydraulic Conductivity Measurements in Fractured Granite. Int.J.Rock Mech.Min.Sci.&Geomech.Abstr, Vol20(6):268-301
[30] 周志芳,钱孝星.坝基各向异性岩体内渗透力的三维边界元分析[J],南京:岩土工程学报,1992:51-56
[31] 段小宁,李鉴初.各向异性连续介质渗透系数的反分析法及其应用[J].大连:人连理工大学学报,1991:15-278
[32] 王金安,谢和平,M.A.科瓦西涅夫斯基.应用激光技术和分形理论测量和描述岩石断裂表面粗糙度[J].湖北:岩石力学与工程学报,1997:28-32
[33] 王媛.裂隙岩体渗流及其与应力的全耦合分析[D].南京:河海大学博士学位论文,1995:27-49
[34] 薛果夫.长江三峡工程非均质岩体各向异性渗流场研究(一)高边坡岩体水文地质参数研究“七五”国家重点科技攻关.湖北:长江水利委员会,1990:1-152
[35] Tsai.Whey-Fone.Ching-Jen Chen,etal. Finite Analytic Numerical Solutions for Unsaturated Flow with Irregular Boundaries. Journal of Hydraulic Engineering, 1993,Vol119(11):569-579
[36] Long.J.C.S.etal.Porous media equivalents for networks of discontinuous fractures. Water Resources Res, 1982, Vol18(3):291-318
[37] 徐则民,黄润秋.深埋长隧道及其施工地质灾害[M].成都:西南交通大学出版社,2000:2-3
[38] 速宝玉,詹美礼,赵坚,仿天然岩体裂隙渗流的实验研究[J].湖北:岩土工程学报,1995:136-139
[39] 李俊亭,王愈吉.地下水动力学[M].北京:地质出版社,1987:213-216
[40] 陈征宙,胡伏生.岩体节理网络模拟技术研究[J].湖北:岩土工程学报,1998:35-41
[41] Tsang.Y.W.,Tsang.C.F..Channel Model of Flow Through Fracture Media. Water Resources Research, 1987, Vol23(3):53-79
[42] 张有天.三峡左岸船闸区山体渗流三维分析[J].北京:水利水电科学研究院,1990:21-25
[43] 毛昶熙,陈平,李定方等.岩石裂隙渗流的计算与实验[J].北京:水利水运科学研究院,1984:51-53
[44] 郭雪莽.岩体的变形、稳定和渗流及其相互作用研究[D].大连:大连理工大学博士学位论文,1990:79-93
[45] 周维垣.高等岩石力学[M].北京:水力电力出版社,1993:272-295
[46] 王恩志.岩体裂隙的网络分析及渗流模型[J].湖北:岩石力学与工程学报,1993:43-46
[48] 陈崇希,唐仲华.地下水流动问题数值方法[M].武汉:中国地质大学出版社,1990:304-326
[49] 杜延龄,许国安.渗流分析的有限元法和电网络法[M].北京:水利电力出版社,1992:167-176
[50] Vesala.E.,Ravaska.O..Non-Darcian flow in vertical drainage Computer Methods an Advances in Geomechancis. Siriwardane &Zaman, 1994:167-182
[51] 毛昶熙,陈平,李祖贻等.裂隙岩体渗流计算方法研究[J].南京:岩土工程学报,1991:25-27
[52] 陈祖安等.砂岩渗透率随静压力变化的关系研究[M].湖北:岩石力学与工程学报,1995:16-19
[53] 杨静熙,陈士俊,刘茂兴.裂隙岩体三维渗流的有限元法计算[M].北京:水利学报,1992:245-278
[54] Bathe.K.J., Khoshgoftaar.M.R.. Finite Element Free Suiface Seepage analysis Without Mesh Iteration. Int. Journal for Numerical and Analytical methods in Geom, 1979,Vol.3(6):734-756
[55] 杨诗经,洪云.复杂渗流场的三维有限元分析程序[J].大坝观测与土工测试,1994:41-46
[56] 张有天,张武功.半无限域阿题的边界元方法[J].水利学报,1981:24-27
[57] 谢春红,朱学愚用边界元计算地下水流时“节点多值法”在处理奇点中的应用[J].湖北:岩土工程学报,1987:56-61
[58] 张有天等.有排水孔的三维水流场的有限元-边界元耦合分析[J].北京:水利学报,1989:17-21
[59] 井如兰.岩体结构面随即网络及其在离散单元法、渗流计算以及块体分析中的应用[M].第一届全国岩石力学数值计算机模型试验讨论会文集,1988:641-652
[60] 任大春.不完全井近似计算及其应用[J].长江科学院院报,1990:30-35
[61] Desai.C.S..Finite Element Residual Shemes for Unconfined Flow. Int.Num.Meth.Eng,1976, 10(6):821-843
[62] Pokharel.G.,Honjo.Y..Mapped Infinite Elements in Mulilayerd Seepage Analysis Computer Methods and Advances in Geomechancis. Siriwardane & Zaman, 1994,6(07):248-314
[63] 李茂秋.长江三峡工程高边坡渗流场的电模拟研究“七五”国家重点科技攻关[M].水利部、能源部长江勘测技术研究所,1990:527-538
[64] 李春华.稳定渗流有限元计算时采用固定网格法的初步研究[M].第三届全国渗流力学学术讨论会论文汇编(3).长江科学院,1986:267-279
[65] 张有天,陈平,王镭.有自由面渗流分析的初流量法[J].北京:水利学报,1988:52-54
[66] 王媛.求解有自由面渗流问题的初流量法的改进[J].北京:水利学报,1998:59-63
[67] 速宝玉,沈振中.水平排渗体影响自由面形态的讨论[J].南京:河海大学学报,1994:27-31
[68] 速宝玉,朱岳明.小变网格确定渗流自由面的节点虚流量法[J].南京:河海大学学报,1994:91-95
[69] 吴梦喜,张学勤.有自由面渗流分析的虚单元法[J].北京:水利学报,1994:34-36
[70] 陈洪凯.三峡工程永久船闸岩体渗流与排水机理研究[D].重庆:重庆建筑大学博士学位论文,1996:20-34
[71] 梁业国,熊文林,周创兵.有自由面渗流分析的子单元法[J].北京:水利学报,1997:11-16
[72] 徐则民,黄润秋,王士天.隧洞的埋深划分[J].北京:中国地质灾害与防治学报,2000,11(4):5-7
[73] 王媛,速宝玉,徐志英.裂隙岩体渗流模型综述[J].水科学进展,1996,7(3):276-281
[74] 王洪涛.裂隙网络渗流与离散元耦合分析充水岩质高边坡的稳定性[J].北京:水文地质工程地质.2000,6(2):30-33
[75] 王媛,速宝玉,徐志英.三维裂隙岩体渗流耦合模型及其有限元模拟[J].北京:水文地质工程地质,1995,9(3):1-5
[76] 王洪涛,聂永丰,李雨松.耦合岩体主干裂隙和网络状裂隙渗流分析及其应用[J].北京:清华大学学报.1998,38(12):23-26
[77] 王恩志,王洪涛,孙役.双重裂隙系统渗流模型研究[J].湖北:岩石力学与工程学报,2001,17(4):400-406
[78] 杜广林,周维垣,赵吉东.裂隙介质中多重裂隙网络渗流模型[J].湖北:岩石力学与工程学报,2000,19(增):1014-1018
[79] 周志芳,腾建仁.三蛱工程大坝坝基渗控分析[J].湖北:岩石力学与工程学报,2001(9):700-704
[80] 铁道部第二勘测设计院.铁路隧洞设计规范(TBT 3-96)[S].北京:中国铁道出版社,1998:214-235
[81] 黄勇.多尺度裂隙介质中的水流和溶质运移随机模拟研究[D].南京:河海大学博士学位论文,2004:15-68
[82] 仵彦卿.岩体水力学基础(五)[J].北京:水文地质工程地质,1997,4(5):41-45
[83] 耿克勤.复合岩基的渗流、力学及其耦合分析研究及工程应用[D].北京:清华大学博士论文,1994:42-67
[84] 许光祥.岩石粗裂隙宽配曲线和糙配曲线[J].湖北:岩土力学与工程学报,1999:53-62
[85] Amadci.B.& Illangasekare.T.. A Mathematical Model for Flow and Solute Transport in Non-homogeneous Rock Fracture. Int.J.Rock Mech. Min. Sci. & Geomech. Abstr., 1994, 18(3):719-731
[86] 切尔内绍夫著,盛志浩,田开铭译.水灾裂隙网络中的运动[M].北京:地质出版社,1987:92-103
[87] 赵坚.岩石节理吻合系数及其对节理特性的影响[J]湖北:岩石力学与工程学报,1997:43-47
[88] lwai.K..Fundamental Stduis of Fluid Flow Through a Single Fracture.Ph.D.Thesis.Univ. of Calif.Berkely, 1976, 8(3):34-39
[89] 田开铭等.裂隙水偏流[M].北京:学苑出版社,1989:39-42
[90] Neuzll.C.E..Flow Through Fractures.Water,1981,Vol17(l):37-46
[91] Long.J.C.S.,Gilmour.P.,Witherspoon.P.A..A Model for Steady Fluid in Random Three Dimensional Networks of Disc-shaped Fractures, Water Resources Research, 1985, Vol21(8)
[92] Elsworth.D.,Goodman.R.E..Characterization of Rock Fissure Hydraulic Conductivity Using idealized Wall Roughness Profiles.Int.J.Rock Mesh.Min.Sci andGeomech.Abstr.,1986,Vol23(3):233-243
[93] 许光祥,哈秋聆,杨斌.裂隙岩体渗流与卸荷力学耦合作用及裂隙排水研究[M].重庆:重庆大学出版社,2003:99-103
[94] 王学潮,陈书涛,张辉.南水北调西线工程地质条件研究[M].河南:黄河水利出版社,2005:54-59
[95] 王媛,秦峰,李冬田.南水北调西线工程区地下径流模数、岩体透水性及隧洞涌水量预测[J].湖北:岩石力学与工程学报,2005:24(20),3675-3677
[2] 任旭华,陈祥荣.富水区深埋长隧洞工程中的主要水问题及对策[J].湖北:岩石力学与工程学报,2004,23(11):1924-1929
[3] 徐济川,黄少霞.大瑶山隧洞的突泥涌水机制[J].北京:铁道工程学报,1996,52(02):34-37
[4] Trefzger.R.E..Tecolote Tunnel Engineering Geology in Southem California. Assoc Eng. Geol Spec Publ, 1966.108-113
[5] Thompson.T.F., San Jacinto Tunnel Engineering Geology in Southern California- Assoc. Eng.Geol. Spec. Publ. 1966.104-107.
[6] 铁道部第一勘察设计院.铁路工程水文地质勘查规程[M].北京:铁道部出版社,1985
[7] 王鹏,乔兰.岩质边坡渗流场中等效连续介质模型的应用[J].北京:北京科技大学学报,2003,6(02):33-35
[8] Long.C.S, Gilmour.P, Witherspoon.E.A model for steady fluid flow in random three-dimensional networks of disk-chaped fractures[J]. Water Resour Res, 1985, 21(8): 1105-1115
[9] 万力,李定方,李吉庆.三维裂隙网络的多边形单元渗流模型[J].水利水运科学研究,1993,6(4):347-353
[10] Bellier.J., Londe.P.. The Malpasset dam Engineering Foundation Conf. Proc.The evaluation of dam safety, 1976, 3(06): 165-169
[11] Romm.E,S..Flow Characteristics of Fractured Rocks.Nedra Moscow,1966, 6(08):92-97
[12] 黄涛,杨立中.山区隧道涌水量计算中的双场耦合作用研究[M].成都:西南交通大学出版社,2002:2-7
[13] 田开铭.对裂隙岩石渗透性的初步探讨[J].江苏:地质研究,1982:55-63
[14] 张有天,张武功.裂隙岩体渗透特性渗透数学模型及系数量测[J].湖北:岩石力学,1982:66-70
[15] 杜延龄,许国安.复杂岩基三维渗流分析研究[J].北京:水利学报,1984:35-37
[16] Snow.D.T..A Parallel Plate Model of Fractured Permeable Media. Ph.D. Thesis, Univ. Calif.Berkeley, 1965:26-89
[17] Louis.C.,Maini .Y.N.T..Determination of in situ hydraulic parameters in joint rock. Proc 2nd Congr. ISRM,1970, Vol(1):25-36
[18] Carlsson.A. ,Olsson.T..The Analysis of Fractures. Strss and Water Flow for Rock Engineering Project. Comprehensive Rock Engineering, 1993,Vol(2):348-359
[19] Lomize.G.M.. Flow in Fractured Rocki(in Russian).Gosemergoized Moscow,1951:89-94
[20] 张有天.裂隙岩体中水的运动与水工建筑物相互作用[J].北京:水利水电科学研究院,1992:42-46
[21] Wittke.W., Leonards G.A.. Modified hypothesis for failure of Malpasset dam, Int. Workshop on dam failure ,Purdue University .West Lafayette, 1985:79-89
[22] 田开铭,万力.各向异性裂隙介质渗透性的研究与评价[M].北京:学苑出版社,1989:254-259
[23] 杨太华.水-裂隙岩体相互作用理论及其应用研究[M].上海:同济大学博士论文,1995:39-51
[24] Hoek.E.,Bray.J.W著,卢世宗等译.岩石边坡工程[M].北京:冶金工业出版社.1983:301-324
[25] Elsworth.D.&.Doe.T.W., Application of Non-linear Flow Laws in Determining Rock Fissure Geometry From Single Borehole Pumping Tests. Int.J.Rock Mech.Min.Sci.& Geomech.Abstr, 1986, 23(3): 64-69
[26] 周汾,浦琬华.裂隙岩体各向异性渗流特性及其野外测定方法[M].水利水电科学研究院研究论文集第8集(岩体工程).北京:水利出版社,1982:114-134
[27] Snow.D.T..Rock Fracture Spacings Opening and Porosities. J. Soil Mesh. Found .Div.. Proc. Amer. Soc. Civil Engrs,1968,2(06): 94-103
[28] Snow. D. T.. Anisotropic Permeability of Fracture Media.Water Resources Research., 1969,5(21):369-378
[29] Wilson.C.R.,Whthersppon.P.A.,Long.J.C.S..Large-Scale Hydraulic Conductivity Measurements in Fractured Granite. Int.J.Rock Mech.Min.Sci.&Geomech.Abstr, Vol20(6):268-301
[30] 周志芳,钱孝星.坝基各向异性岩体内渗透力的三维边界元分析[J],南京:岩土工程学报,1992:51-56
[31] 段小宁,李鉴初.各向异性连续介质渗透系数的反分析法及其应用[J].大连:人连理工大学学报,1991:15-278
[32] 王金安,谢和平,M.A.科瓦西涅夫斯基.应用激光技术和分形理论测量和描述岩石断裂表面粗糙度[J].湖北:岩石力学与工程学报,1997:28-32
[33] 王媛.裂隙岩体渗流及其与应力的全耦合分析[D].南京:河海大学博士学位论文,1995:27-49
[34] 薛果夫.长江三峡工程非均质岩体各向异性渗流场研究(一)高边坡岩体水文地质参数研究“七五”国家重点科技攻关.湖北:长江水利委员会,1990:1-152
[35] Tsai.Whey-Fone.Ching-Jen Chen,etal. Finite Analytic Numerical Solutions for Unsaturated Flow with Irregular Boundaries. Journal of Hydraulic Engineering, 1993,Vol119(11):569-579
[36] Long.J.C.S.etal.Porous media equivalents for networks of discontinuous fractures. Water Resources Res, 1982, Vol18(3):291-318
[37] 徐则民,黄润秋.深埋长隧道及其施工地质灾害[M].成都:西南交通大学出版社,2000:2-3
[38] 速宝玉,詹美礼,赵坚,仿天然岩体裂隙渗流的实验研究[J].湖北:岩土工程学报,1995:136-139
[39] 李俊亭,王愈吉.地下水动力学[M].北京:地质出版社,1987:213-216
[40] 陈征宙,胡伏生.岩体节理网络模拟技术研究[J].湖北:岩土工程学报,1998:35-41
[41] Tsang.Y.W.,Tsang.C.F..Channel Model of Flow Through Fracture Media. Water Resources Research, 1987, Vol23(3):53-79
[42] 张有天.三峡左岸船闸区山体渗流三维分析[J].北京:水利水电科学研究院,1990:21-25
[43] 毛昶熙,陈平,李定方等.岩石裂隙渗流的计算与实验[J].北京:水利水运科学研究院,1984:51-53
[44] 郭雪莽.岩体的变形、稳定和渗流及其相互作用研究[D].大连:大连理工大学博士学位论文,1990:79-93
[45] 周维垣.高等岩石力学[M].北京:水力电力出版社,1993:272-295
[46] 王恩志.岩体裂隙的网络分析及渗流模型[J].湖北:岩石力学与工程学报,1993:43-46
[48] 陈崇希,唐仲华.地下水流动问题数值方法[M].武汉:中国地质大学出版社,1990:304-326
[49] 杜延龄,许国安.渗流分析的有限元法和电网络法[M].北京:水利电力出版社,1992:167-176
[50] Vesala.E.,Ravaska.O..Non-Darcian flow in vertical drainage Computer Methods an Advances in Geomechancis. Siriwardane &Zaman, 1994:167-182
[51] 毛昶熙,陈平,李祖贻等.裂隙岩体渗流计算方法研究[J].南京:岩土工程学报,1991:25-27
[52] 陈祖安等.砂岩渗透率随静压力变化的关系研究[M].湖北:岩石力学与工程学报,1995:16-19
[53] 杨静熙,陈士俊,刘茂兴.裂隙岩体三维渗流的有限元法计算[M].北京:水利学报,1992:245-278
[54] Bathe.K.J., Khoshgoftaar.M.R.. Finite Element Free Suiface Seepage analysis Without Mesh Iteration. Int. Journal for Numerical and Analytical methods in Geom, 1979,Vol.3(6):734-756
[55] 杨诗经,洪云.复杂渗流场的三维有限元分析程序[J].大坝观测与土工测试,1994:41-46
[56] 张有天,张武功.半无限域阿题的边界元方法[J].水利学报,1981:24-27
[57] 谢春红,朱学愚用边界元计算地下水流时“节点多值法”在处理奇点中的应用[J].湖北:岩土工程学报,1987:56-61
[58] 张有天等.有排水孔的三维水流场的有限元-边界元耦合分析[J].北京:水利学报,1989:17-21
[59] 井如兰.岩体结构面随即网络及其在离散单元法、渗流计算以及块体分析中的应用[M].第一届全国岩石力学数值计算机模型试验讨论会文集,1988:641-652
[60] 任大春.不完全井近似计算及其应用[J].长江科学院院报,1990:30-35
[61] Desai.C.S..Finite Element Residual Shemes for Unconfined Flow. Int.Num.Meth.Eng,1976, 10(6):821-843
[62] Pokharel.G.,Honjo.Y..Mapped Infinite Elements in Mulilayerd Seepage Analysis Computer Methods and Advances in Geomechancis. Siriwardane & Zaman, 1994,6(07):248-314
[63] 李茂秋.长江三峡工程高边坡渗流场的电模拟研究“七五”国家重点科技攻关[M].水利部、能源部长江勘测技术研究所,1990:527-538
[64] 李春华.稳定渗流有限元计算时采用固定网格法的初步研究[M].第三届全国渗流力学学术讨论会论文汇编(3).长江科学院,1986:267-279
[65] 张有天,陈平,王镭.有自由面渗流分析的初流量法[J].北京:水利学报,1988:52-54
[66] 王媛.求解有自由面渗流问题的初流量法的改进[J].北京:水利学报,1998:59-63
[67] 速宝玉,沈振中.水平排渗体影响自由面形态的讨论[J].南京:河海大学学报,1994:27-31
[68] 速宝玉,朱岳明.小变网格确定渗流自由面的节点虚流量法[J].南京:河海大学学报,1994:91-95
[69] 吴梦喜,张学勤.有自由面渗流分析的虚单元法[J].北京:水利学报,1994:34-36
[70] 陈洪凯.三峡工程永久船闸岩体渗流与排水机理研究[D].重庆:重庆建筑大学博士学位论文,1996:20-34
[71] 梁业国,熊文林,周创兵.有自由面渗流分析的子单元法[J].北京:水利学报,1997:11-16
[72] 徐则民,黄润秋,王士天.隧洞的埋深划分[J].北京:中国地质灾害与防治学报,2000,11(4):5-7
[73] 王媛,速宝玉,徐志英.裂隙岩体渗流模型综述[J].水科学进展,1996,7(3):276-281
[74] 王洪涛.裂隙网络渗流与离散元耦合分析充水岩质高边坡的稳定性[J].北京:水文地质工程地质.2000,6(2):30-33
[75] 王媛,速宝玉,徐志英.三维裂隙岩体渗流耦合模型及其有限元模拟[J].北京:水文地质工程地质,1995,9(3):1-5
[76] 王洪涛,聂永丰,李雨松.耦合岩体主干裂隙和网络状裂隙渗流分析及其应用[J].北京:清华大学学报.1998,38(12):23-26
[77] 王恩志,王洪涛,孙役.双重裂隙系统渗流模型研究[J].湖北:岩石力学与工程学报,2001,17(4):400-406
[78] 杜广林,周维垣,赵吉东.裂隙介质中多重裂隙网络渗流模型[J].湖北:岩石力学与工程学报,2000,19(增):1014-1018
[79] 周志芳,腾建仁.三蛱工程大坝坝基渗控分析[J].湖北:岩石力学与工程学报,2001(9):700-704
[80] 铁道部第二勘测设计院.铁路隧洞设计规范(TBT 3-96)[S].北京:中国铁道出版社,1998:214-235
[81] 黄勇.多尺度裂隙介质中的水流和溶质运移随机模拟研究[D].南京:河海大学博士学位论文,2004:15-68
[82] 仵彦卿.岩体水力学基础(五)[J].北京:水文地质工程地质,1997,4(5):41-45
[83] 耿克勤.复合岩基的渗流、力学及其耦合分析研究及工程应用[D].北京:清华大学博士论文,1994:42-67
[84] 许光祥.岩石粗裂隙宽配曲线和糙配曲线[J].湖北:岩土力学与工程学报,1999:53-62
[85] Amadci.B.& Illangasekare.T.. A Mathematical Model for Flow and Solute Transport in Non-homogeneous Rock Fracture. Int.J.Rock Mech. Min. Sci. & Geomech. Abstr., 1994, 18(3):719-731
[86] 切尔内绍夫著,盛志浩,田开铭译.水灾裂隙网络中的运动[M].北京:地质出版社,1987:92-103
[87] 赵坚.岩石节理吻合系数及其对节理特性的影响[J]湖北:岩石力学与工程学报,1997:43-47
[88] lwai.K..Fundamental Stduis of Fluid Flow Through a Single Fracture.Ph.D.Thesis.Univ. of Calif.Berkely, 1976, 8(3):34-39
[89] 田开铭等.裂隙水偏流[M].北京:学苑出版社,1989:39-42
[90] Neuzll.C.E..Flow Through Fractures.Water,1981,Vol17(l):37-46
[91] Long.J.C.S.,Gilmour.P.,Witherspoon.P.A..A Model for Steady Fluid in Random Three Dimensional Networks of Disc-shaped Fractures, Water Resources Research, 1985, Vol21(8)
[92] Elsworth.D.,Goodman.R.E..Characterization of Rock Fissure Hydraulic Conductivity Using idealized Wall Roughness Profiles.Int.J.Rock Mesh.Min.Sci andGeomech.Abstr.,1986,Vol23(3):233-243
[93] 许光祥,哈秋聆,杨斌.裂隙岩体渗流与卸荷力学耦合作用及裂隙排水研究[M].重庆:重庆大学出版社,2003:99-103
[94] 王学潮,陈书涛,张辉.南水北调西线工程地质条件研究[M].河南:黄河水利出版社,2005:54-59
[95] 王媛,秦峰,李冬田.南水北调西线工程区地下径流模数、岩体透水性及隧洞涌水量预测[J].湖北:岩石力学与工程学报,2005:24(20),3675-3677