为了研究弹性模量对边坡安全系数和滑动面的影响，建立均质土坡数值模型，在不同工况下(无锚和有锚)，分别改变弹性模量，分析它与安全系数和滑动面的关系。
In order to study the effect of elastic modulus e, to the safety factor and slip plane of slope, a numerical model is founded in plane strain mode for homogeneous soil slope.
泥石流堆积体边坡失稳现象由于其组成物质、形成年代和堆积部位等方面的特点，与其他岩土边坡失稳有不同的表现。
Failure of debris flow fan is distinct from the common rock and soil slope failure due to the unique geotechnical features of debris flow sediment.
松散填土边坡的失稳模式为有多重滑面的牵引破坏模式。
The failure mode that developed during rapid drawdown of water level was of the multiple retrogressive type.
应用推荐