In order to reveal the related distribution law between slope-mass slide displacement and precipitation of shallow and medium layer for loose soil landslide,the distribution law of power function was derived with the relationship between slope-mass slide displacement and precipitation.

Analysis of geotechnical physical mechanics parameters to the loose earth in Chongqing reservoir;

Symbolic stat analysis to physical and mechanic parameters of loose earth in Chongqing reservoir;

Based on sensitivity tests in Lab to weathering loose earth of the Jurassic Period in Chongqing reservoir, this paper approaches some basic relationship among natural unit weight, strength parameters, seepage coefficient and water content.

Most underground constructions are related to immobilizing the overlying loose soil beds.

Based on a series of undrained triaxial compression tests on remoulded specimens, the engineering behavior of CDG loose fills is analyzed.

Based on a comprehensive triaxial undrained compression test program on remoulded specimens, the steady state of CDV loose fills was analyzed.

Brief discussion on several problems which need to pay more attention to investigate loose soil foundation;