[1] |
ALEOTTI P. A Warning system for rainfall-induced shallow failures [J]. Engineering Geology, 2004, 73(3):247-265.
|
[2] |
RAHARDJO H, ONG T H, REZAUR R B, et al. Factors controlling instability of homogeneous soil slopes under rainfall [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(12): 1532-1543.
|
[3] |
BISHOP A W, BLIGHT G E. Some aspects of effective stress in saturated and partly saturated soils [J].G′eotechnique, 1963, 13(3): 177-197.
|
[4] |
FREDLUND D G, MORGENSTERN N R. Stress state variable for unsaturated soils [J]. Journal of Geotechnical Engineering Division, 1977, 103(5): 447-466.
|
[5] |
FREDLUND D G, MORGENSTEM N R, WIDGER R A. The shear strength of unsaturated soils [J]. Canadian Geotechnical Journal, 1978, 15(3): 313-321.
|
[6] |
VANAPALLI S K, FREDLUND D G, PUFAHL D E,et al. Model for the prediction of shear strength with respect to soil suction [J]. Canadian Geotechnical Journal,1996, 33(3): 379-392.
|
[7] |
LU N, LIKOS W J. Unsaturated soil mechanics [M].New York, USA: Wiley, 2004.
|
[8] |
LU N, LIKOS W J. Suction stress characteristic curve for unsaturated soil [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(2): 131-142.
|
[9] |
LU N, GODT J W, WU D T. A closed-form equation for effective stress in unsaturated soil [J]. Water Resources Research, 2010, 46(5): W05515.
|
[10] |
ZHAN L T, NG C W W. Effect of suction on shear strength and dilatancy of an unsaturared expansive clay [J]. Chinese Journal of Geotechical Engineering,2007, 29(1): 82-87 (in Chinese).
|
[11] |
KONG L W, ZHOU B C, BAI H, et al. Experimental study of deformation and strength characteristics of Jingmen unsaturated expansive soil [J]. Rock and Soil Mechanics, 2010, 31(10): 3036-3042 (in Chinese).
|
[12] |
SUN D A, SUNWJ, XIANG L. Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation [J]. Computers and Geotechnics, 2010, 37: 678-688.
|
[13] |
SUN D A, ZHANG J R, GAO Y, et al. Influence of suction history on hydraulic and stress-strain behavior of unsatrurated soils [J]. International Journal of Geomechanics, 2016, 16(6): 1-9.
|
[14] |
ZHANG J R, SUN D A, ZHOU A N, et al. Hydromechanical behaviour of expansive soils with different suctions and suction histories [J]. Canadian Geotechnical Journal, 2016, 53(1): 1-13.
|
[15] |
ZHANG L, ZHANG L L, CHENG Y, et al. Slope stability under rainfall infiltration considering internal erosion [J]. Chinese Journal of Geotechnical Engineering,2014, 36(9): 1680-1687 (in Chinese).
|
[16] |
HUANG M S, JIA C Q. Stability analysis of soil slopes subjected to unsaturated transient seepage [J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 202-207 (in Chinese).
|
[17] |
LI N, XU J C. Development and application of three-dimensional rainfall infiltration module based on ABAQUS [J]. Chinese Journal of Geotechnical Engineering,2015, 37(4): 667-674 (in Chinese).
|
[18] |
TANG D, LI D Q, ZHOU C B, et al. Slope stability analysis considering antecedent rainfall process [J].Rock and Soil Mechanics, 2013, 34(11): 3239-3248 (in Chinese).
|
[19] |
LI Z P, ZHANG M. Study on effects of rainfall infiltrationb on safty of excavition slope [J]. China Safety Science Journal, 2000, 10(3): 16-22 (in Chinese).
|
[20] |
GARDNER W R. Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table [J]. Soil Science, 1958,85(4), 228-232.
|
[21] |
BAKER R, GARBER M. Theoretical analysis of the stability of slopes [J]. G′eotechnique, 1978, 28(4): 395-411.
|
[22] |
LESHCHINSKY D, ZHU F. Resultant force of lateral earth pressure in unstable slopes [J]. Journal of Geotechnical and Geoenvironmental Engineering,2010, 136(12): 1655-1663.
|
[23] |
LESHCHINSKY D, SAN K C. Pseudostatic seismic stability of slopes: Design charts [J]. Journal of Geotechnical and Geoenvironmental Engineering,1994, 120(9): 1514-1532.
|