[1] |
SKEMPTON A W. Long-term stability of clay slopes[J]. Géotechnique, 1964, 14: 77-101.
|
[2] |
KANJI M A. The relationship between drained friction angles and Atteberg limits of natural soils[J]. Géotechnique, 1974, 24(4): 671-674.
|
[3] |
CHANDLER R J. Back analysis techniques for slope stabilizationworks: a case record[J]. Géotechnique, 1977, 27(4): 479-495.
|
[4] |
KENNEY T C. The influence of mineral composition on the residual strength of natural soils[C]// Proceedings of Geotechnical Conference. Oslo, 1967.
|
[5] |
SKEMPTON A W. Residual strength of clays in landslide, folded strata and the laboratory[J]. Géotechnique, 1985, 35(1): 3-18.
|
[6] |
李青云, 王幼麟. 泥化夹层错动带残余强度与比表面的相关性研究[C]// 第二次全国岩土力学与工程会议论文集. 北京, 1989: 319-325. (LI Qing-yun, WANG You-lin. Study on relationship between the residual strength of argillaceous interlayer shear zone and specific surface[C]// Proceedings The Second National Geotechnical Mechanics and Engineering Conference. Beining, 1989: 319-325. (in Chinese))
|
[7] |
陈晓平, 黄井武, 尹赛华, 等. 滑带土强度特性的试验研究[J]. 北京: 岩土力学, 2011, 32(11): 3212-3218. (CHEN Xiao-ping, HUANG Jing-wu, YIN Sai-hua, et al. Experimental study of strength property of slip zone soils[J]. Beijing: Rock and Soil Mechanics, 2011, 32(11): 3212-3218. (in Chinese))
|
[8] |
赵锡宏, 张启辉, 等. 土的剪切带试验与数值分析[M]. 北京: 机械工业出版社, 2003. (ZHAO Xi-hong, ZHANG Qi-hui, et al. Test and numerical analysis of soil shear zone[M]. Beijing: Mechanical Industry Press, 2003. (in Chinese))
|
[9] |
李兴国, 鄢重新. 土的反复剪切及其残余强度[J]. 工程勘察, 1984(3): 55-59. (LI Xing-guo, YAN Chong-xin. Repeated shear and the residual strength of soil[J]. Engineering Investigation and Survey, 1984(3): 55-59. (in Chinese))
|
[10] |
孙 涛. 利用环剪仪对超固结黏土抗剪强度特性的研究 [J]. 岩土力学, 2009, 30(7): 2000-2010. (SUN Tao. Shear strength behavior of over-consolidation clay in ring shear teats[J]. Rock and Soil Mechanics, 2009, 30(7): 2000-2010. (in Chinese))
|
[11] |
吴 迪, 简文彬, 徐 超. 残积土抗剪强度的环剪试验研究[J]. 岩土力学, 2011, 32(7): 2045-2050. (WU Di, JIAN Wen-bin, XU Chao. Research on shear strength of residual soils by ring shear tests[J]. Rock and Soil Mechanics, 2011, 32(7): 2045-2050. (in Chinese))
|