Abstract：Based on the in-situ stress state and field stress path of soil slopes,a series of triaxial tests,composed of isotropically and anisotropically consolidated undrained(ICU/ACU) compression tests and constant-shear-drained(CQD) triaxial tests,were carried out on undisturbed saturated loess.The stress-strain behaviour of a saturated loess were studied,and the steady state line and the state boundary surface were obtained.According to the test results,the mechanism of irrigation-induced landslides of loess was discussed.
金艳丽；戴福初；. 灌溉诱发黄土滑坡机理研究[J]. 岩土工程学报, 2007, 29(10): 1493-1499.
JIN Yanli, DAI Fuchu. The mechanism of irrigation-induced landslides of loess. Chinese J. Geot. Eng., 2007, 29(10): 1493-1499.
