多级挡土墙土压力传递效应与沉降规律研究
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摘要
随着国民经济和经济建设的发展,挡土墙的应用高度从最初的几米发展到几十米,甚至最高可达到六七十米,多级挡土墙就是在这种情况下产生许多应用。目前国内外专业刊物对加筋及台阶式加筋挡土墙的实际现场试验有研究成果,对多级重力式挡墙试验内容介绍很少,尤其是多级重力式挡土墙的土压力、变形、沉降及稳定性方面的研究就更少；现场试验中因为天气和地势等方面的原因,测试人员不能在现场操作,就不能及时、有效的识别路基沉降或土体中应力发生的突变,对这问题论文采用虚拟仪器的应用,在室内可以实现监测过程的连续化和自动化。论文针对在湖北段某高速公路的实际多级挡土墙工程情况,采用现场原型试验、室内试验、理论分析、数值模拟相结合的手段对该多级挡土墙进行土压力及变形的研究,取得以下主要成果：
(1)通过对比分析土压力理论,得出多级挡土墙的土压力计算公式,优化级挡土墙结构尺寸设计；
(2)用现场实测的试验数据,分析每个工况下每级挡墙墙后土压力的变化规律,归纳土压力的变化分成三个阶段；即在开始施工一定阶段为快速增长阶段,之后一段时间为稳定阶段,；在墙背施工一定高度后土压力为缓慢增长阶段；
(3)分析得出多级挡土墙墙后土压力作用点的位置会随第一级、第二级及多级挡土墙施工高度增加不断上移,合力也是相应增大变化,得到土压力合力作用点位置在0.4H～0.5H之间,对多级挡土墙稳定分析有很重要作用；
(4)对现场实测多级挡土墙的整体土压力数据表现为锯齿型分布结果进行分析,得出锯齿型分布结果与挡土墙之间的台阶宽度有很大关系：通过采集多级挡土墙的级与级应力变化值,与有限元模拟受力过程变化分析值相结合,得出上下级挡土墙合理布置宽度；
(5)针对在特殊气候和工程条件下人员无法采集现场试验数据的问题,论文运用LABVIEW软件编制了实时监测系统,应用LABVIEW程序的计算机软件,对原始信号进行分析处理并对处理后的数据进行显示存储,实现了多级挡土墙的实时监测。
With the development of China's national economy and economic construction, the application of the retaining wall height has been reached tens of meters from a few meters, even the highest can reach60-70meters. Multistage retaining wall appears in this application circumstances. At present, there have been some actual field test research resulting about reinforcement retaining walls and terraced reinforced retaining walls in domestic and foreign professional journals, for the introduction of multistage gravity retaining walls test content is very few, including its soil pressure, deformation, settlement and stability. Due to some reasons of weather and night, field trials cannot timely and effectively identify roaded subsidence or soil in stress mutation, and in this paper using the application of virual instrument in the issuce you can achieve continuous monitoring process and automation. Based on the actual multistage retaining walls in a highway in Hubei, using the combining method of prototype test, indoor test, theoretical analysis and numerical simulation, it has been researched on the multistage retaining walls of soil pressure and deformation, and obtained the following results.
(1) Based on Coulomb theory, considering the multistage gravity retaining walls reasonable transfer, it is obtained the soil pressure theoretical computational method of multistage retaining walls;
(2) Through comparing the data of the field experiments with theoretical value under different conditions, analyzing the relationship between them, it is found out the interaction influence relationship between all levels retaining wall;
(3)The points of application of the resultant earth pressures is mainly between0.4H and0.5H, and will move up a little when one more level retaining wall was built and force increasing. At the same time, the role of the retaining wall on the uniform load distance coping closer to the influence of the retaining wall, the soil pressure point of action then rise, retaining wall is easy to overturn. Therefore, the step width of retaining wall must be considered in the retaining wall design;
(4) By building long-term scene monitoring about retaining wall subsidence; It is found that the deformation rule is linked with the loading rate, the subgrade settlement, as well as the nature of the filling by analyzing the deformation distribution of multistage retaining wall;
(5)The real-time monitoring system compiled by LABVIEW realizes the real-time monitoring to the multistage retaining walls.For the problem that special climatic conditions and engineering field test data collection cannot be attained, the present paper was prepared using LABVIEW software, real-time monitoring system, development of computer software LABVIEW program, the original signal analysis and the processed data displaying memory to achieve a multi-level real-time monitoring.
(1)通过对比分析土压力理论,得出多级挡土墙的土压力计算公式,优化级挡土墙结构尺寸设计；
(2)用现场实测的试验数据,分析每个工况下每级挡墙墙后土压力的变化规律,归纳土压力的变化分成三个阶段；即在开始施工一定阶段为快速增长阶段,之后一段时间为稳定阶段,；在墙背施工一定高度后土压力为缓慢增长阶段；
(3)分析得出多级挡土墙墙后土压力作用点的位置会随第一级、第二级及多级挡土墙施工高度增加不断上移,合力也是相应增大变化,得到土压力合力作用点位置在0.4H～0.5H之间,对多级挡土墙稳定分析有很重要作用；
(4)对现场实测多级挡土墙的整体土压力数据表现为锯齿型分布结果进行分析,得出锯齿型分布结果与挡土墙之间的台阶宽度有很大关系：通过采集多级挡土墙的级与级应力变化值,与有限元模拟受力过程变化分析值相结合,得出上下级挡土墙合理布置宽度；
(5)针对在特殊气候和工程条件下人员无法采集现场试验数据的问题,论文运用LABVIEW软件编制了实时监测系统,应用LABVIEW程序的计算机软件,对原始信号进行分析处理并对处理后的数据进行显示存储,实现了多级挡土墙的实时监测。
With the development of China's national economy and economic construction, the application of the retaining wall height has been reached tens of meters from a few meters, even the highest can reach60-70meters. Multistage retaining wall appears in this application circumstances. At present, there have been some actual field test research resulting about reinforcement retaining walls and terraced reinforced retaining walls in domestic and foreign professional journals, for the introduction of multistage gravity retaining walls test content is very few, including its soil pressure, deformation, settlement and stability. Due to some reasons of weather and night, field trials cannot timely and effectively identify roaded subsidence or soil in stress mutation, and in this paper using the application of virual instrument in the issuce you can achieve continuous monitoring process and automation. Based on the actual multistage retaining walls in a highway in Hubei, using the combining method of prototype test, indoor test, theoretical analysis and numerical simulation, it has been researched on the multistage retaining walls of soil pressure and deformation, and obtained the following results.
(1) Based on Coulomb theory, considering the multistage gravity retaining walls reasonable transfer, it is obtained the soil pressure theoretical computational method of multistage retaining walls;
(2) Through comparing the data of the field experiments with theoretical value under different conditions, analyzing the relationship between them, it is found out the interaction influence relationship between all levels retaining wall;
(3)The points of application of the resultant earth pressures is mainly between0.4H and0.5H, and will move up a little when one more level retaining wall was built and force increasing. At the same time, the role of the retaining wall on the uniform load distance coping closer to the influence of the retaining wall, the soil pressure point of action then rise, retaining wall is easy to overturn. Therefore, the step width of retaining wall must be considered in the retaining wall design;
(4) By building long-term scene monitoring about retaining wall subsidence; It is found that the deformation rule is linked with the loading rate, the subgrade settlement, as well as the nature of the filling by analyzing the deformation distribution of multistage retaining wall;
(5)The real-time monitoring system compiled by LABVIEW realizes the real-time monitoring to the multistage retaining walls.For the problem that special climatic conditions and engineering field test data collection cannot be attained, the present paper was prepared using LABVIEW software, real-time monitoring system, development of computer software LABVIEW program, the original signal analysis and the processed data displaying memory to achieve a multi-level real-time monitoring.
引文
[1]章瑞文.挡土墙主动土压力理论研究[D].浙江大学博士论文.2007.6.
[2]刘继芳.重力式挡土墙计算方法的探讨及其软件开发[D].西安建筑科技大学硕士论文.2011.4.
[3]杨广庆,蔡英.多级台阶式加筋土挡土墙试验研究[J].岩土工程学报,2000,(02),254-257.
[4]杨广庆,蔡英,苏谦.高路堤加筋土挡土墙的变形和受力研究[J].岩石力学与工程学报,2003,(02)321-326.
[5]杨广庆.台阶式加筋土挡土墙设计方法的研究[J].岩石力学与工程学报,2004,(04),695-698.
[6]杨广庆,周敏娟,张保俭.加筋土挡土墙水平位移研究[J].岩石力学与工程学报,2005,(07),1248-1252.
[7]TerZaghi K.Theoretical soil mechanics [M].New York:Wiley.1943.
[8]茅以升.挡土墙土压力的两个经典理论中的基本问题[J].土木工程学报,1954,3,249-282.
[9]Kezdi A.Earth Pressure on retaining wall tilting about the toe[C].Proceedings of the Brussels Conferenee on Eeath Pressure Problems,1958,1:116-132.
[10]顾慰慈.挡土墙土压力计算[M].北京：中国建材工业出版社,2001.
[11]Bang S.Active earth pressure behind retalning walls[J].Journal of Geotechnical Engineering.1985,111 (3):407-412.
[12]Handy R L.The arch in soil arching[J]. Journal of Geotechnical Engineering, 1985, 111(3):302-318.
[13]侯键,夏唐代.基于土拱效应的挡土墙土压力理论研究[D].浙江大学硕士论文.2012.3
[14]Harrop-Williams K. arching in soil arch [J]. Journal of Geotechnical Engineering,1989,115(3):415-419.
[15]Paik, K.H&Salgado, R.(2003). Estimation of active earth pressure against rigid retaining walls considering arching effect.Geotechnique,53(7):643-645.
[16]蒋波.挡土结构土拱效应及土压力理论研究[D].杭州：浙江大学,2005.
[17]Chang M F. Lateral earth pressure behind rotating walls[J].Canadian Geotechnical Journal,1997,34(2):498-509.
[18]Wang YZ. Distribution of the earth pressure on a retaining wall [J].Geotechnique,2000,50(1):83-88.
[19]王元战,黄长虹.关于挡土墙主动土压力计算问题[J].港工技术,2003,(2)：22-27.
[20]王元战,李蔚,黄长虹.墙体绕基础转动情况下挡土墙主动土压力分布[J].岩土工程学报,2003,25(2)：208-211.
[21]曹振民.挡土墙填土曲线破裂面主动土压力分析[J],中国公路学报,1995,8(1)：7-14.
[22]徐日庆.考虑位移和时间的土压力计算方法[J].浙江大学：工学版,2000,(4)：370-375.
[23]徐日庆.刚性挡土墙被动土压力模型试验研究[J].岩土工程学报,2002,24(5)：569-575.
[24]徐日庆,陈页开,杨忠轩等.刚性挡墙被动土压力模型试验研究[J].岩土工程学报,2002,24(5)：569-575.
[25]李昕睿,徐日庆.考虑位移效应刚性挡土墙被动土压力计算方法研究[D].浙江大学硕士论文.2010.1.
[26]龚慈,徐日庆.不同位移模式下刚性挡土墙土压力计算方法研究[D].浙江大学硕士论文2005.2.
[27]徐日庆.考虑位移和时间的土压力计算方法[J].浙江大学学报(工学版),2000,(04),22-27.
[28]Terzaghi,K.A fundamental fallacy in earth pressure computations[J] Journal of Boston Society of Civil Engineering,1936,23:71-88.
[29]Simpson,B.and Wroth,C.P.Finite element computations for a model retaining wall in sand.Proeeedings of 5th European Conference of Soil Mechanics and Foundation Engineering,Madrid,Spain,1972:85-94.
[30]Matsuzawa,H.and Hazarika,H. Analysis of active earth pressure against rigid retaining wall subjected to different modes of movement[J]. Soil and Foundations,1996,36(3):51-65.
[31]Rallardjo H&Ferlund D.G.General Limit Equilibrium Mehtod for Lateral Earth Force [J].Can.Geothch J,1984,(21):166-175.
[32]MATSUZAWA H, HARARIKA H. Analyses of active earth pressure against rigid retaining walls subjected to different modes of movement[J].Soils and Foundations,1996,36(3):51-65. [33] H.S. Roh,H.J. Lee. Effects of Cushion on The Induced Earth Pressure by Roller Compaction[J]. Soil Stress-Strain Behavior:Measurement, Modeling and Analysis Geotechnical Symposium in Roma2006. Vol.5 No.23.831-836.
[34]Fang Y S, Ishibashi I. Static earth pressure with various wall movements[J]. Journal of Geotechnical Engineering,1986,112(3):317-333.
[35]Fang Y 5, Cheng F P, Chen R C, et al. Earth pressure under general wall movements[J]. Geotechnical Engineering,1993,24(2):113-131.
[36]FANG F S,CHEN TJ,WU B F. Passive earth pressure with various wall movements[J]. Journal of Geotecnique Engineering,ASCE,1994,120(8): 1307-1323.
[37]Ishihara K,Arakawa T,Saito T,et al. Study on earth pressure by using a large-size soil box with a movable wall[C].30th Japan National Conf. On SMFE,1995,36(3):1717-1720.
[38]Chen W F.Limit Analysis and Plasticity[M].New York:Elsevier Scientific Publising Co.,1975.
[39]Chang M F.Lateral earth pressure behind roating wall[J].Canadian Geotechnical Journal,1997,34(2):498-509.
[40]周应英,任美龙.刚性挡土墙主动土压力的试验研究[J].岩土工程程学报,1990,12(2)：19-26.
[41]岳祖润,彭胤宗,张师德.压实粘性填土挡土墙土压力离心模型试验[J].岩土工程学报,1992,14(6)：90-96.
[42]陈页开.挡土墙上土压力的试验研究与数值分析[D].浙江大学博士学位论文,2001.
[43]章瑞文,徐日庆,郭印.考虑挡土墙墙体平移的墙后分层填土主动土压力分布[J].水利学报,2008,(02),250-255.
[44]章瑞文,徐日庆,郭印.挡土墙墙后土体应力状态及土压力分布研究[J].浙江大学学报(工学版),2008,(01),111-115.
[45]张吾渝,徐日庆,龚晓南.土压力的位移和时间效应[J].建筑结构,2000,(11),58-61
[46]杨广庆,蔡英.多级台阶式加筋土挡土墙试验研究[J].岩土工程学报,2000,(02),254-257
[47]林彤.超高三级加筋土挡墙的有限元分析[J].岩石力学与工程学报,2002,(11)：1651-1654.
[48]丁钧巍,何光春,汪承志,周世良.台阶格栅加筋土墙土压力的模型试验研究[J].岩石力学与工程学报,2007,(2),4292-4298.
[49]岳祖润,彭胤宗,张师德.压实粘性填土挡土墙土压力离心模型试验[J].岩土工程学报,1992,14(6)：90-96.
[50]DEEPANKAR CHOUDHURY,SANJAY S. NIMBALKAR. Pseudo-dynamic Approach of Seismic Active Earth Pressure Behind Retaining Wall[J]. Geotechnical and Geological Engineering 2006. Vol.34 No.24.1103-1113.
[51]Clough. G. W. and Duncan, J. M., "Finite element analysis of retaining wall behavior" Joumal of the 5011 Mechanics and Foundation, ASCE, Vol.97, No.SM12,1972(142):1657-1673.
[52]J.Michael Duncan. Passive earth pressures:theories and tests. Journal of Geotechnical and Geoenvironmental Engineering,2001,127(3):248-257.
[53]Abdul-Hamid Soubra, Pierre Regenass. Three-dimensoinal passive earth pressures by kinematical approach. Journal of Geotechnical and Geoenvironmental Engineering,2000,126(11):969-978.
[54]Clough, R. W., and Wood ward, R. J. Ⅲ. "Analysis of embankment stress and deformations."Joumal of soil Mechanics and Foundation Div. ASCE, Vol.93, No. SM4,1967(6):529-549.
[55]Yung-Show Fang, Tsang-Jiang Chen, Bin-Feng Wu. Passive Earth Pressures with Various Wall Movements[J].Journal of Geotechnical Engineering,1994,120 (8):1307-1323.
[56]Chen Z&Li S.Evaluation of Active Earth pressure by the Generalized Method of Slices[J].Can.Geotech.J,1998,(35):591-599.
[57]Priyanka Ghosh. Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis[J]. Geotech Geol Eng 2007. Vol.29 No.25.693-703.
[58]LIU Fa qian,WANG Jian hua, ZHANG Lu-lu. Axi-symmetric Active Earth Pressure for Layered Backfills Obtained by The Slip Line Method[J].Shanghai Jiaotong Univ. (Sci.) 2008. Vol.7 No.4.579-584.
[59]Bang S. Active earth pressure behind retaining walls[J]. Journal of Geotechnical Engineering.1985,111(3):407-412.
[60]Bhatia S K,Bakeer R M. Use of the finite element method in modeling a static earth pressure problem[J].Intemational Journal of Numerical and Analytical Methods in Geomechanics,1989,13(12):207-213.
[61]Bowles J E. Foundation analysis and design[M]. New York, McGraw-Hill Book Co.,1982.
[62]Fang Y S,Jshibashi 1,Lee C D. Earth pressure against retaining walls[J]. Journal of Geotecimical Engineering,1984,10(1):41-56.
[63]Chang M F. Lateral earth pressure behind rotating walls[J]. Canadian Geotechnical Journal,1997,34(2):498-509.
[64]Craig R F. Soil Mechanics[M]. Wokingham:Van Nostrand Reinhold,1983.
[65]王辉.考虑工程实际位移的刚性挡土墙上土压力研究[D].长安大学硕士论文.2007.5
[66]Priyanka Ghosh. Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis[J]. Geotech Geol Eng 2001. Vol.29 No.25.693-703.
[67]LIU Fa qian,WANG Jian hua, ZHANG Lu-lu. Axi-symmetric Active Earth Pressure for Layered Backfills Obtained by The Slip Line Method[J].Shanghai Jiaotong Univ. (Sci.) 2008. Vol.7 No.4.579-584.
[68]Zhu, D. Y., Qian. Q.1-1. and Lee, C. F. Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures[J].Geotechnique,5 I (5):407-423.
[69]Bhatia S K,Bakeer R M. Use of the finite element method in modeling a static earth pressure problem[J].Intemational Journal of Numerical and Analytical Methods in Geomechanics,1989,13(12):207-213.
[70]Bowles J E. Foundation analysis and design[M]. New York, McGraw-Hill Book Co.,1982.
[71]Chang M F. Lateral earth pressure behind rotating walls[J]. Canadian Geotechnical Journal,1997,34(2):498-509.
[72]Matsuzawa H, Hazarika H. Analyses of active earth pressure against rigid retaining walls subjected to different modes of movement[J]. Soils and Foundations,1996,36(3):51-65.
[73]Paik, K.H&Salgado,R.(2003).Estimation of active earth pressure against rigid retaining walls considering arching effect. Geotechnique, 53(7):643-645.
[74]Potts D M, Fourie A B. A numerical study of the effects of wall deformation on earth pressure[J]. International Journal on Numerical and Analytical Methods in Geomechanics,1986(10):383-405.
[75]Wang Y Z. Distribution of the earth pressure on a retaining waLl[J]. Geotechnique,2000,50(1):83-88.
[76]Wang Y Z. Distribution of the earth pressure on a retaining wall[J]. Geotechnique,2000,(1):83-88.
[77]刘继芳,马乐为.重力式挡土墙计算方法的探讨及其软件开发[D].西安
建筑科技大学硕士论文.2011.4.
[78]Matsuzawa, H. and Hazarika, H. "Analysis of active earth Pressure against rigid retaining wall subjected to different modes of movemenf"soils and Foundations, Vol.36, No.3,1996(4):51-65.
[79]王恭兴,张国祥.基于非线性破坏准则的土压力极限上限分析[D].中南大学硕士论文.2008.5.
[80]刘金龙,栾茂田,王吉利.挡土墙后填土面倾斜情况下土压力计算方法[J].人民长江,2008,(03),78-80.
[81]朱大勇,周早生,钱七虎.土体主动滑动场及主动土压力的计算[J].计算力学学报,2000,17(1)：98-104.
[82]钟智勇.粘性填土重力式挡墙土压力计算方法研究[D].长沙理工大学硕士论文.2007.11
[83]熊健民,金生吉,余天庆等.十(堰)-漫(川)公路多级挡土墙变形试验研究[J].中外公路,2009,29(3)：61-63.
[84]《山区高速公路填方路基沉降及挡土墙稳定性研究》项目研究报告,湖北工业大学,2007.
[85]张军,王贻荪.确定挡土墙主动土压力分布的薄层分析法[J].湖南大学学报(自然科学版),1998(1)126-132.
[85]王成,李晓红.连拱式挡土墙的现场测试与力学分析[A].第九届全国岩石力学与工程学术大会论文集[C],2006.
[86]胡泽立.挡土墙墙后填料及计算参数的选择[J].道路交通.2008,05(5)：23-25
[87]GB50007-2002建筑地基基础设计规范[S].2002.
[88]Naikai,T.Finite element computation for active and passive earth pressure problems of retaining wall[J].Soil and Foundations,1985,25(3).
[89]龚慈.不同位移模式下刚性挡土墙土压力计算方法研究[D].浙江大学硕士学位论文,2005.
[90]胡江华.山区多级挡土墙土压力与位移试验研究[D].湖北工业大学硕士论文.2008.5.
[91]徐金华.高填方路堤多级挡土墙稳定性研究[D].湖北工业大学硕士论文. 2009.5.
[92]雷洋.多级重力式挡土墙土压力试验研究及数值分析[D].湖北工业大学硕士论文.2010.5.
[93]高江平,俞茂宏,胡长顺,陈忠达.加筋土挡墙土压力及土压力系数分布规律研究[J].岩土工程学报,2003,(05),582-584.
[94]蒋鹏,杨淑碧.支护结构位移对侧土压力影响的计算分析[J].地质灾害与环境保护,1998(2)：31-37.
[95]魏丽敏,张军乐,何群.差异沉降下加筋土挡土墙筋带变形特性试验研究[J].湖南科技大学学报(自然科学版),2005(1)：26-32.
[96]NEW Xin-Zhu,YING Hong-wei,XIE Kang-he. On the Dissipation of Negative Excess Porewater Pressure Induced by Excavation in Soft soil[J]. zhejiang Univ SCI 2005. Vol.4 No.3.188-193.
[97]Logistic, L. Rheological aspects in soil mechanics. Wiley-Interscience, London.1969.
[98]Asaoka A.Limit equilibrium computation of dynamic passive earth pressure: discussion1 Canadian Geotechnical Journal,33(1):202-203.
[99]NAKAI TERUO. Finite element computations for active and passive earth pressure problems of retaining wall[J].Soils and Foundations,1978, 25(3):98-112.
[100]雷晓燕,G.Swoboda,杜庆华.接触摩擦单元的理论及其应用[J].岩土工程学报,1994,16(3)：23-32.
[101]李建红.基于细观破损机理的胶结结构性土本构模型研究[D].清华大学博士学位论文,2008.
[102]路德春.基于广义非线性强度理论的土的应力路径本构模型[D].北京航空航天大学博士学位论文,2006.
[103]林彤.超高三级加筋土挡墙的有限元分析[J].岩石力学与工程学报,2002,(11),1651-1654.
[104]林彤,唐辉明,殷跃平.超高三级加筋土挡墙的离心模型试验研究[J].地质科技情报,2001,(04),83-85.
[105]王鉴.考虑位移效应挡土墙土压力的有限元对比计算研究[D].合肥工业大学硕士学位论文,2008.
[106]张吉全.挡墙在不同变位模式下土压力的理论分析与有限元法[D].宁夏大学硕士学位论文,2005.
[107]张世飙,余天庆,肖衡林.挡土墙水平土压力非线性分布试验研究[J].路基 工程,2009,(02)：35-36.
[108]范瑛,胡江华.多级挡土墙变形观测及分析[J].基础工程设计,2008,(4)：38-41.
[109]朱超,吴建星,赵智,赵娴.基于LabVIEW的微震实时监测系统[J].工业安全与环保,2011,(10)：47-48.
[110]王瑞成,李孝常,张卫东.DPMS钻井工程参数实时监测系统[J].科技创新导报,2006(2)：90-91.
[111]宋蕴璞,阎子嘉,严钫亘,徐宝富.基于LabVIEW的基坑开挖监测管理系统[J].机电一体化,2006(10)：53-55.
[112]黄治清,贺建闽.A Remote Real—Time Monitoring System for Power Quality[J] Journal of Southwest Jiaotong University,2003(1):31-38.
[113]邵进魁,徐振高.多点压力实时监测系统的研制[J].机械与电子,2004(11)：46-48.
[114]尚振东,王群燕,韩建海.基于LabVIEW的虚拟仪器在测试技术实验中的应用[J].中国现代教育装备.2007(01)：78-81.
[115]周家丹,于素芬,成曙,穆洪彬.基于LabView的电路板虚拟测试系统设计[J].兵工自动化.2005(02)：123-125.
[116]潘迪夫,王志伟.基于LabVIEW平台的虚拟测试系统设计与实现[J].企业技术开发.2005(09)：75-78.
[117]赵永立,张玉红,杨建成.虚拟仪器-测试技术的新领域[J].自动化与仪表.2005(01)：45-47.
[2]刘继芳.重力式挡土墙计算方法的探讨及其软件开发[D].西安建筑科技大学硕士论文.2011.4.
[3]杨广庆,蔡英.多级台阶式加筋土挡土墙试验研究[J].岩土工程学报,2000,(02),254-257.
[4]杨广庆,蔡英,苏谦.高路堤加筋土挡土墙的变形和受力研究[J].岩石力学与工程学报,2003,(02)321-326.
[5]杨广庆.台阶式加筋土挡土墙设计方法的研究[J].岩石力学与工程学报,2004,(04),695-698.
[6]杨广庆,周敏娟,张保俭.加筋土挡土墙水平位移研究[J].岩石力学与工程学报,2005,(07),1248-1252.
[7]TerZaghi K.Theoretical soil mechanics [M].New York:Wiley.1943.
[8]茅以升.挡土墙土压力的两个经典理论中的基本问题[J].土木工程学报,1954,3,249-282.
[9]Kezdi A.Earth Pressure on retaining wall tilting about the toe[C].Proceedings of the Brussels Conferenee on Eeath Pressure Problems,1958,1:116-132.
[10]顾慰慈.挡土墙土压力计算[M].北京：中国建材工业出版社,2001.
[11]Bang S.Active earth pressure behind retalning walls[J].Journal of Geotechnical Engineering.1985,111 (3):407-412.
[12]Handy R L.The arch in soil arching[J]. Journal of Geotechnical Engineering, 1985, 111(3):302-318.
[13]侯键,夏唐代.基于土拱效应的挡土墙土压力理论研究[D].浙江大学硕士论文.2012.3
[14]Harrop-Williams K. arching in soil arch [J]. Journal of Geotechnical Engineering,1989,115(3):415-419.
[15]Paik, K.H&Salgado, R.(2003). Estimation of active earth pressure against rigid retaining walls considering arching effect.Geotechnique,53(7):643-645.
[16]蒋波.挡土结构土拱效应及土压力理论研究[D].杭州：浙江大学,2005.
[17]Chang M F. Lateral earth pressure behind rotating walls[J].Canadian Geotechnical Journal,1997,34(2):498-509.
[18]Wang YZ. Distribution of the earth pressure on a retaining wall [J].Geotechnique,2000,50(1):83-88.
[19]王元战,黄长虹.关于挡土墙主动土压力计算问题[J].港工技术,2003,(2)：22-27.
[20]王元战,李蔚,黄长虹.墙体绕基础转动情况下挡土墙主动土压力分布[J].岩土工程学报,2003,25(2)：208-211.
[21]曹振民.挡土墙填土曲线破裂面主动土压力分析[J],中国公路学报,1995,8(1)：7-14.
[22]徐日庆.考虑位移和时间的土压力计算方法[J].浙江大学：工学版,2000,(4)：370-375.
[23]徐日庆.刚性挡土墙被动土压力模型试验研究[J].岩土工程学报,2002,24(5)：569-575.
[24]徐日庆,陈页开,杨忠轩等.刚性挡墙被动土压力模型试验研究[J].岩土工程学报,2002,24(5)：569-575.
[25]李昕睿,徐日庆.考虑位移效应刚性挡土墙被动土压力计算方法研究[D].浙江大学硕士论文.2010.1.
[26]龚慈,徐日庆.不同位移模式下刚性挡土墙土压力计算方法研究[D].浙江大学硕士论文2005.2.
[27]徐日庆.考虑位移和时间的土压力计算方法[J].浙江大学学报(工学版),2000,(04),22-27.
[28]Terzaghi,K.A fundamental fallacy in earth pressure computations[J] Journal of Boston Society of Civil Engineering,1936,23:71-88.
[29]Simpson,B.and Wroth,C.P.Finite element computations for a model retaining wall in sand.Proeeedings of 5th European Conference of Soil Mechanics and Foundation Engineering,Madrid,Spain,1972:85-94.
[30]Matsuzawa,H.and Hazarika,H. Analysis of active earth pressure against rigid retaining wall subjected to different modes of movement[J]. Soil and Foundations,1996,36(3):51-65.
[31]Rallardjo H&Ferlund D.G.General Limit Equilibrium Mehtod for Lateral Earth Force [J].Can.Geothch J,1984,(21):166-175.
[32]MATSUZAWA H, HARARIKA H. Analyses of active earth pressure against rigid retaining walls subjected to different modes of movement[J].Soils and Foundations,1996,36(3):51-65. [33] H.S. Roh,H.J. Lee. Effects of Cushion on The Induced Earth Pressure by Roller Compaction[J]. Soil Stress-Strain Behavior:Measurement, Modeling and Analysis Geotechnical Symposium in Roma2006. Vol.5 No.23.831-836.
[34]Fang Y S, Ishibashi I. Static earth pressure with various wall movements[J]. Journal of Geotechnical Engineering,1986,112(3):317-333.
[35]Fang Y 5, Cheng F P, Chen R C, et al. Earth pressure under general wall movements[J]. Geotechnical Engineering,1993,24(2):113-131.
[36]FANG F S,CHEN TJ,WU B F. Passive earth pressure with various wall movements[J]. Journal of Geotecnique Engineering,ASCE,1994,120(8): 1307-1323.
[37]Ishihara K,Arakawa T,Saito T,et al. Study on earth pressure by using a large-size soil box with a movable wall[C].30th Japan National Conf. On SMFE,1995,36(3):1717-1720.
[38]Chen W F.Limit Analysis and Plasticity[M].New York:Elsevier Scientific Publising Co.,1975.
[39]Chang M F.Lateral earth pressure behind roating wall[J].Canadian Geotechnical Journal,1997,34(2):498-509.
[40]周应英,任美龙.刚性挡土墙主动土压力的试验研究[J].岩土工程程学报,1990,12(2)：19-26.
[41]岳祖润,彭胤宗,张师德.压实粘性填土挡土墙土压力离心模型试验[J].岩土工程学报,1992,14(6)：90-96.
[42]陈页开.挡土墙上土压力的试验研究与数值分析[D].浙江大学博士学位论文,2001.
[43]章瑞文,徐日庆,郭印.考虑挡土墙墙体平移的墙后分层填土主动土压力分布[J].水利学报,2008,(02),250-255.
[44]章瑞文,徐日庆,郭印.挡土墙墙后土体应力状态及土压力分布研究[J].浙江大学学报(工学版),2008,(01),111-115.
[45]张吾渝,徐日庆,龚晓南.土压力的位移和时间效应[J].建筑结构,2000,(11),58-61
[46]杨广庆,蔡英.多级台阶式加筋土挡土墙试验研究[J].岩土工程学报,2000,(02),254-257
[47]林彤.超高三级加筋土挡墙的有限元分析[J].岩石力学与工程学报,2002,(11)：1651-1654.
[48]丁钧巍,何光春,汪承志,周世良.台阶格栅加筋土墙土压力的模型试验研究[J].岩石力学与工程学报,2007,(2),4292-4298.
[49]岳祖润,彭胤宗,张师德.压实粘性填土挡土墙土压力离心模型试验[J].岩土工程学报,1992,14(6)：90-96.
[50]DEEPANKAR CHOUDHURY,SANJAY S. NIMBALKAR. Pseudo-dynamic Approach of Seismic Active Earth Pressure Behind Retaining Wall[J]. Geotechnical and Geological Engineering 2006. Vol.34 No.24.1103-1113.
[51]Clough. G. W. and Duncan, J. M., "Finite element analysis of retaining wall behavior" Joumal of the 5011 Mechanics and Foundation, ASCE, Vol.97, No.SM12,1972(142):1657-1673.
[52]J.Michael Duncan. Passive earth pressures:theories and tests. Journal of Geotechnical and Geoenvironmental Engineering,2001,127(3):248-257.
[53]Abdul-Hamid Soubra, Pierre Regenass. Three-dimensoinal passive earth pressures by kinematical approach. Journal of Geotechnical and Geoenvironmental Engineering,2000,126(11):969-978.
[54]Clough, R. W., and Wood ward, R. J. Ⅲ. "Analysis of embankment stress and deformations."Joumal of soil Mechanics and Foundation Div. ASCE, Vol.93, No. SM4,1967(6):529-549.
[55]Yung-Show Fang, Tsang-Jiang Chen, Bin-Feng Wu. Passive Earth Pressures with Various Wall Movements[J].Journal of Geotechnical Engineering,1994,120 (8):1307-1323.
[56]Chen Z&Li S.Evaluation of Active Earth pressure by the Generalized Method of Slices[J].Can.Geotech.J,1998,(35):591-599.
[57]Priyanka Ghosh. Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis[J]. Geotech Geol Eng 2007. Vol.29 No.25.693-703.
[58]LIU Fa qian,WANG Jian hua, ZHANG Lu-lu. Axi-symmetric Active Earth Pressure for Layered Backfills Obtained by The Slip Line Method[J].Shanghai Jiaotong Univ. (Sci.) 2008. Vol.7 No.4.579-584.
[59]Bang S. Active earth pressure behind retaining walls[J]. Journal of Geotechnical Engineering.1985,111(3):407-412.
[60]Bhatia S K,Bakeer R M. Use of the finite element method in modeling a static earth pressure problem[J].Intemational Journal of Numerical and Analytical Methods in Geomechanics,1989,13(12):207-213.
[61]Bowles J E. Foundation analysis and design[M]. New York, McGraw-Hill Book Co.,1982.
[62]Fang Y S,Jshibashi 1,Lee C D. Earth pressure against retaining walls[J]. Journal of Geotecimical Engineering,1984,10(1):41-56.
[63]Chang M F. Lateral earth pressure behind rotating walls[J]. Canadian Geotechnical Journal,1997,34(2):498-509.
[64]Craig R F. Soil Mechanics[M]. Wokingham:Van Nostrand Reinhold,1983.
[65]王辉.考虑工程实际位移的刚性挡土墙上土压力研究[D].长安大学硕士论文.2007.5
[66]Priyanka Ghosh. Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis[J]. Geotech Geol Eng 2001. Vol.29 No.25.693-703.
[67]LIU Fa qian,WANG Jian hua, ZHANG Lu-lu. Axi-symmetric Active Earth Pressure for Layered Backfills Obtained by The Slip Line Method[J].Shanghai Jiaotong Univ. (Sci.) 2008. Vol.7 No.4.579-584.
[68]Zhu, D. Y., Qian. Q.1-1. and Lee, C. F. Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures[J].Geotechnique,5 I (5):407-423.
[69]Bhatia S K,Bakeer R M. Use of the finite element method in modeling a static earth pressure problem[J].Intemational Journal of Numerical and Analytical Methods in Geomechanics,1989,13(12):207-213.
[70]Bowles J E. Foundation analysis and design[M]. New York, McGraw-Hill Book Co.,1982.
[71]Chang M F. Lateral earth pressure behind rotating walls[J]. Canadian Geotechnical Journal,1997,34(2):498-509.
[72]Matsuzawa H, Hazarika H. Analyses of active earth pressure against rigid retaining walls subjected to different modes of movement[J]. Soils and Foundations,1996,36(3):51-65.
[73]Paik, K.H&Salgado,R.(2003).Estimation of active earth pressure against rigid retaining walls considering arching effect. Geotechnique, 53(7):643-645.
[74]Potts D M, Fourie A B. A numerical study of the effects of wall deformation on earth pressure[J]. International Journal on Numerical and Analytical Methods in Geomechanics,1986(10):383-405.
[75]Wang Y Z. Distribution of the earth pressure on a retaining waLl[J]. Geotechnique,2000,50(1):83-88.
[76]Wang Y Z. Distribution of the earth pressure on a retaining wall[J]. Geotechnique,2000,(1):83-88.
[77]刘继芳,马乐为.重力式挡土墙计算方法的探讨及其软件开发[D].西安
建筑科技大学硕士论文.2011.4.
[78]Matsuzawa, H. and Hazarika, H. "Analysis of active earth Pressure against rigid retaining wall subjected to different modes of movemenf"soils and Foundations, Vol.36, No.3,1996(4):51-65.
[79]王恭兴,张国祥.基于非线性破坏准则的土压力极限上限分析[D].中南大学硕士论文.2008.5.
[80]刘金龙,栾茂田,王吉利.挡土墙后填土面倾斜情况下土压力计算方法[J].人民长江,2008,(03),78-80.
[81]朱大勇,周早生,钱七虎.土体主动滑动场及主动土压力的计算[J].计算力学学报,2000,17(1)：98-104.
[82]钟智勇.粘性填土重力式挡墙土压力计算方法研究[D].长沙理工大学硕士论文.2007.11
[83]熊健民,金生吉,余天庆等.十(堰)-漫(川)公路多级挡土墙变形试验研究[J].中外公路,2009,29(3)：61-63.
[84]《山区高速公路填方路基沉降及挡土墙稳定性研究》项目研究报告,湖北工业大学,2007.
[85]张军,王贻荪.确定挡土墙主动土压力分布的薄层分析法[J].湖南大学学报(自然科学版),1998(1)126-132.
[85]王成,李晓红.连拱式挡土墙的现场测试与力学分析[A].第九届全国岩石力学与工程学术大会论文集[C],2006.
[86]胡泽立.挡土墙墙后填料及计算参数的选择[J].道路交通.2008,05(5)：23-25
[87]GB50007-2002建筑地基基础设计规范[S].2002.
[88]Naikai,T.Finite element computation for active and passive earth pressure problems of retaining wall[J].Soil and Foundations,1985,25(3).
[89]龚慈.不同位移模式下刚性挡土墙土压力计算方法研究[D].浙江大学硕士学位论文,2005.
[90]胡江华.山区多级挡土墙土压力与位移试验研究[D].湖北工业大学硕士论文.2008.5.
[91]徐金华.高填方路堤多级挡土墙稳定性研究[D].湖北工业大学硕士论文. 2009.5.
[92]雷洋.多级重力式挡土墙土压力试验研究及数值分析[D].湖北工业大学硕士论文.2010.5.
[93]高江平,俞茂宏,胡长顺,陈忠达.加筋土挡墙土压力及土压力系数分布规律研究[J].岩土工程学报,2003,(05),582-584.
[94]蒋鹏,杨淑碧.支护结构位移对侧土压力影响的计算分析[J].地质灾害与环境保护,1998(2)：31-37.
[95]魏丽敏,张军乐,何群.差异沉降下加筋土挡土墙筋带变形特性试验研究[J].湖南科技大学学报(自然科学版),2005(1)：26-32.
[96]NEW Xin-Zhu,YING Hong-wei,XIE Kang-he. On the Dissipation of Negative Excess Porewater Pressure Induced by Excavation in Soft soil[J]. zhejiang Univ SCI 2005. Vol.4 No.3.188-193.
[97]Logistic, L. Rheological aspects in soil mechanics. Wiley-Interscience, London.1969.
[98]Asaoka A.Limit equilibrium computation of dynamic passive earth pressure: discussion1 Canadian Geotechnical Journal,33(1):202-203.
[99]NAKAI TERUO. Finite element computations for active and passive earth pressure problems of retaining wall[J].Soils and Foundations,1978, 25(3):98-112.
[100]雷晓燕,G.Swoboda,杜庆华.接触摩擦单元的理论及其应用[J].岩土工程学报,1994,16(3)：23-32.
[101]李建红.基于细观破损机理的胶结结构性土本构模型研究[D].清华大学博士学位论文,2008.
[102]路德春.基于广义非线性强度理论的土的应力路径本构模型[D].北京航空航天大学博士学位论文,2006.
[103]林彤.超高三级加筋土挡墙的有限元分析[J].岩石力学与工程学报,2002,(11),1651-1654.
[104]林彤,唐辉明,殷跃平.超高三级加筋土挡墙的离心模型试验研究[J].地质科技情报,2001,(04),83-85.
[105]王鉴.考虑位移效应挡土墙土压力的有限元对比计算研究[D].合肥工业大学硕士学位论文,2008.
[106]张吉全.挡墙在不同变位模式下土压力的理论分析与有限元法[D].宁夏大学硕士学位论文,2005.
[107]张世飙,余天庆,肖衡林.挡土墙水平土压力非线性分布试验研究[J].路基 工程,2009,(02)：35-36.
[108]范瑛,胡江华.多级挡土墙变形观测及分析[J].基础工程设计,2008,(4)：38-41.
[109]朱超,吴建星,赵智,赵娴.基于LabVIEW的微震实时监测系统[J].工业安全与环保,2011,(10)：47-48.
[110]王瑞成,李孝常,张卫东.DPMS钻井工程参数实时监测系统[J].科技创新导报,2006(2)：90-91.
[111]宋蕴璞,阎子嘉,严钫亘,徐宝富.基于LabVIEW的基坑开挖监测管理系统[J].机电一体化,2006(10)：53-55.
[112]黄治清,贺建闽.A Remote Real—Time Monitoring System for Power Quality[J] Journal of Southwest Jiaotong University,2003(1):31-38.
[113]邵进魁,徐振高.多点压力实时监测系统的研制[J].机械与电子,2004(11)：46-48.
[114]尚振东,王群燕,韩建海.基于LabVIEW的虚拟仪器在测试技术实验中的应用[J].中国现代教育装备.2007(01)：78-81.
[115]周家丹,于素芬,成曙,穆洪彬.基于LabView的电路板虚拟测试系统设计[J].兵工自动化.2005(02)：123-125.
[116]潘迪夫,王志伟.基于LabVIEW平台的虚拟测试系统设计与实现[J].企业技术开发.2005(09)：75-78.
[117]赵永立,张玉红,杨建成.虚拟仪器-测试技术的新领域[J].自动化与仪表.2005(01)：45-47.