2) soft soil bank
软土岸坡
1.
Tests on anti-slide behavior of one soft soil bank improved by deep-mixing-cement pile(DMCP) is introduced.
介绍了某软土岸坡粉喷桩加固水平抗滑实验实例。
3) soil bank slope
土质岸坡
1.
Therefore,based on the Boussinesq s differential equation of unsteady phreatic water movement and according to certain assumed conditions and utilizing the Laplace positive and inverse variations,this paper achieves the simplified predictive formula of the saturation line of the soil bank slope influenced by rainfall .
为此,根据布西涅斯克潜水非稳定运动的基本微分方程,依据一定假设条件,通过拉普拉斯正变换和逆变换,求得了降雨及库水升降作用下土质岸坡坡体内浸润线预测的简化公式。
2.
According to the study on the highway soil bank slope in the areas of Three Gorges,through the influential effect analysis of the action of reservoir water,the parameter and index assessment system and the corresponding grading standards of bank slope stability analysis are established.
以三峡库区公路土质岸坡为研究对象,通过对库水作用的影响效应分析,建立了岸坡稳定性评价的参数指标评价体系以及相应的分级标准。
3.
Typical soil bank slopes of Three Gorges Reservoir area are taken as research object.
以三峡库区典型的土质岸坡为研究对象,通过GeoStudio软件对库区岸坡进行数值模拟,计算水库蓄水期间,水位由175 m降落到145 m的工况下,岸坡的饱和-非饱和渗流场的变化趋势,研究土质岸坡稳定性劣化机理。
4) left bank landslide
左岸滑坡体
1.
According to some practicaldata of left bank landslide and seepage survey points of the dam around Fengtan Dam,this articlecomprehensively analyzes the seepage characteristics and the law of the left bank landslide of the dam in the way of both qualitative and quantitative analysis.
针对凤滩大坝左岸滑坡体并根据邻近绕坝渗流资料,定性、定量分析评价了滑坡体的渗流特性及变形规律。
5) unsaturated soil banks
非饱和土质岸坡
1.
Influence of reservoir water level fluctuations on stability of unsaturated soil banks;
水位升降对库区非饱和土质岸坡稳定性的影响
6) bank slope stability in piled wharf
桩土岸坡稳定
补充资料：坡土
1.山坡地。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条