Shallow stability analysis of soil slopes under seepage parallel to slope surface

ROBERT W D, GREGORY W A. Surficial stability of compacted clay slopes[J]. Journal of Geotechnical Engineering, 1989, 115(4): 577-580.

VAN S A, THOMAS M A. Slope failures associated with the floods of September 1987 and February 1988 in Natal and Kwa-Zulu, Republic of South Africa[C]// Proceedings of 3rd International Conference on Tropical and Residual Soils. Lesotho, 1991.

李 宁, 许建聪, 钦亚洲. 降雨诱发浅层滑坡稳定性的计算模型研究[J]. 岩土工程学报, 2012, 33(5): 1485-1490. (LI Ning, XU Jian-cong, QIN Ya-zhou. Research on calculation model for stability evaluation of rainfall-induced shallow landslides[J]. Chinese Journal of Geotechnical Engineering, 2012, 33(5): 1485-1490. (in Chinese))

FELLENUIS W. Calculation of the stability of earth Dams [C]// Proceedings of the Second Congress on Large Dams. Washington D C, 1936.

BISHOP A W. The use of the slip circle in the stability analysis of slopes[J]. Géotechnique, 1955, 5(1): 7-17.

MORGENSTERN N R, PRICE V E. The analysis of the stability of general slip surfaces[J]. Géotechnique, 1965, 5(1): 79-93.

SKEMPTON A W, DELORY F A. Stability of natural slopes in London clay[C]// Proceedings of the Fourth International Conference on Soil Mechanics and Foundation Engineering. London, 1957.

Facilities, Building and Safety Division. Minimum standards for slope stability analysis[S]. Los Angeles: Orange County Dept of County Engineers, 1978.

松岗元. 土力学[M]. 罗 汀, 等译. 北京: 中国水利水电出版社, 2001. (MATSUOKA H. Soil mechanics[M]. LUO Ding, et al trans. Beijing: China Water Power Press, 2001. (in Chinese))

GRIFFITHS D V, JINSONGJ Huang, GIORGIA F Dewolfe. Numerical and analytical observations on long and infinite slopes[J]. International Journal for Numerical and Analytical Method in Geomechanics, 2011, 35: 569-585.

MILLEDGE D J, GRIFFITHS D V, LANE S N, et al. Limited by the validity of infinite slope assumptions for modeling shallow stability[J]. Earth Surface Processes and Landforms, 2012, 37: 1158-1166.

黄尚燕. 膨胀土填土路堤的稳定性[C]//全国首届膨胀土科学研讨会论文集, 峨眉山: 西南交通大学出版社, 1990. (HUANG Shang-yan. Stability of expensive soil subgrade[C]// Proceedings of the First National Seminar on Expansive Soil Science. Emei Mountain: Southwest Jiaotong University Press, 1990. (in Chinese))

毛昶熙. 土坡稳定分析与控制—渗流作用下土坡稳定[J].人民长江, 1990, 21(12): 1-9. (MAO Chang-xi. Soil slope stability analysis and control under seepage conditons[J]. Yangtze River, 1990, 21(12): 1-9. (in Chinese))

TAYLOR D W. Fundamental of soil mechanics[M]. New York: John Wiley and Sons, 1948.

同济大学应用数学系.高等数学[M]. 北京: 高等教育出版社, 2002. (Applied Mathematics Department of Tongji University. Advanced mathematics[M]. Beijing: Higher Education Press, 2002. (in Chinese))

RENDULIC L. Ein beitrag zur bestimmung der gleitsicherheit[J]. Der Bauingenieur, 1935, 16(19): 230-233. (RENDULIC L. The determination of the anti-slip properties[J]. Structure Engineer, 1935, 16(19): 230-233. (in German))

CHEN W F, GIGER M W, FANG H Y. Limit analysis of stability of slopes[J]. Soil and Foundation, 1969, 4(4): 24-32.

龚晓南. 土塑性力学[M]. 杭州: 浙江大学出版社, 2001. (GONG Xiao-nan. Soil plasticity mechanics[M]. Hangzhou: Zhejiang University Press, 2001. (in Chinese))

陈仲颐, 周景星, 王洪瑾. 土力学[M]. 北京: 清华大学出版社, 1994. (CHEN Zhong-yi, ZHOU Jing-xing, WANG Hong-jing. Soil mechanics[M]. Beijing: Tsinghua University Press, 1994. (in Chinese))

张天宝. 求解粘性土土压力的圆弧滑面整体平衡法[J]. 水利学报, 1987(5): 51-58. (ZHANG Tian-bao. Overall balance method of solving circular slip surface of the earth pressure of cohesive soil[J]. Journal of Hydraulic Engineering, 1987(5): 51-58. (in Chinese))

JONE Krahn. Stability of modeling with SLOPE/W[M]. Canada: GEO-SLOPE/W International Itd, 2004.