Inst. of Geotechnical Eng., Xi'an Univ. of Technol., Xi'an, China;
dams; finite element analysis; matrix algebra; reservoirs; shear strength; soil; stability; dam slope during rapid drawdown; finite element computation; matrix suction; pore-water pressure; reservoir water level; slipping arc stability analysis; unsaturated soil shear strength theory; unsaturated-unstable seepage theory; Dam slope stability; Unsaturated-unstable seepage; finite element method;
机译:水库水位下降对边坡稳定性的影响及可靠度分析
机译:快速绘制条件下土坝储层上游边坡稳定性的实验与数值研究
机译:储存条件下的银行坡度稳定性分析及快速绘制
机译:水库水位快速缩减坝坡稳定性分析
机译:水库水位下降后堤坝的稳定性。
机译:实验水位下降对富营养化水库甲烷排放的影响
机译:水库蓄水和快速降落条件下岸坡的稳定性分析
机译:土压力系数在土坡快速降落分析中的应用评价