[1]
E.M.DAWSON, W.H. Roth, A.DRESCHER, "Slope stability analysis by strength reduction" . Geotechnique, 1999,49 (No.6) ,p.835–840
DOI: 10.1680/geot.1999.49.6.835
Google Scholar
[2]
L.N. HERBERT, "Residual strength and landslides in clay and shale". Journal of the Soil Mechanics and Foundations Division, 1973,99(SM9),pp.705-719
DOI: 10.1061/jsfeaq.0001927
Google Scholar
[3]
HUANG Yangcai, Fan Jingwei, "The stability study of excavation slope". Journal of ChengDu University of Science and Technology. 1995, 82(1),pp.81-96(in Chinese)
Google Scholar
[4]
JI Wenqi, FEN Hanchang, "The engineering properties and utilize of weathered mudstone", Engineering Investigation,1999 (2),pp.8-14 (in Chinese)
Google Scholar
[5]
M. MANDAR, A. M.DEWOOLKAR, J .ROBERT, et al. "Drained residual shear strength of some claystones from front range, Colorado". Journal of Geotechnical and Geoenvironmental Engieeering. 2005,131(12),pp.1543-1551
DOI: 10.1061/(asce)1090-0241(2005)131:12(1543)
Google Scholar
[6]
MATSUIT, K. C. San, "Finite element slope stability analysis by shear strength reduction technique". Soils and Foundations. 1992, 32(1),pp.59-70
DOI: 10.3208/sandf1972.32.59
Google Scholar
[7]
M. MATSUO, K.C. SAN "Finite element slope stability analysis by shear strength reduction technique ".Soil and Foundations, 1992,32 ,pp.59-70
DOI: 10.3208/sandf1972.32.59
Google Scholar
[8]
D. M. POTTS, G. T. DOUNAS, P. R. VAUGHAN, "Finite element analysis of progressive failure of Carsinton embankment". Geotechnique,1990,40(1),pp.79-101
DOI: 10.1680/geot.1990.40.1.79
Google Scholar
[9]
A.TRONCONE, "Numerical analysis of a landslide in soils with strain-softening behavior". Geotechnique. 2005,55(8),pp.585-596
DOI: 10.1680/geot.2005.55.8.585
Google Scholar
[10]
N.YOSHIDA,et al. "Finite-element analysis of softening effect in fissured, overconsolidated clays and mudstones", Canada Geotechnical Journal, 1991.28(1),pp.51-61
DOI: 10.1139/t91-006
Google Scholar
[11]
LI Yuliang, "The research on several theoretical problems about engineering mechanical of soft rock". Chinese Journal of Rock Mechanical and Engineering. 1999. 198(6),pp.690-693(in Chinese)
Google Scholar
[12]
LIAN Zhenying, HAN Guocheng, Kong Xianjiang. "Stability analysis of excavation by strength reduction FEM", Chinese Journal of Geotechnical Engineering, 2001,23(4),pp.407-411(in Chinese)
Google Scholar
[13]
SUN Yunzhi, HUANG Shenghua, " Test study on soft rock of the Tertiary period". Yangtze River, 2000, 31(5),pp.37-43(in Chinese)
Google Scholar
[14]
YANG Weihui, WANG Xiaojun. "Study on testing method of slaking property of expensive soil(rock)". China Railway Science, 1999,20(1),pp.29-40(in Chinese)
Google Scholar