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- The stability of expansive soil slope was studied considering the effect of rainfall. 在此基础上，研究了考虑降雨入渗影响的膨胀土基坑边坡稳定性问题。
- Application of this method to prediction of collapse size of expansive soil slopes shows that it's a quantitative,accurate,simple and easy method. 在膨胀土铁路边坡塌方规模预测中的应用表明，这套方法既能定量，又简便快速，适用性评价结果与实际情况一致
- Study of the expansive soil slope treatment by drainage approach 排水法治理膨胀土滑坡研究
- press formula of the expansive soil slope are given back analysis 反演
- Study and application of method for determining slip plane of expansive soil slope 膨胀土滑坡滑动面的确定方法研究与应用
- Centrifuge model test on stability of expansive soil slope under alternation between drying and wetting 干湿循环下膨胀土边坡稳定性的离心模型试验
- Artificial rainfall infiltration tests on a well-instrumented unsaturated expansive soil slope 降雨入渗条件下非饱和膨胀土边坡原位监测
- Numerical simulation of dynamic response of expansive soil slope to atmospheric conditions 大气作用下膨胀土边坡的动态响应数值模拟
- Structural Damage Model of Unsaturated Expansive Soil and Its Application in Multi-Field Couple Analysis on Expansive Soil Slope 非饱和膨胀土的结构损伤模型及其在土坡多场耦合分析中的应用
- Ng C W W.Zhan L L.Bao C G.Fredlund D G,Gong B W Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration 2003(2 詹良通.;吴宏伟
- Destructive Mechanism and Stability Analysis of Expansive Soils Slope 膨胀土边坡失稳机理和稳定性分析
- expansive soil slope 膨胀土边坡
- It is applicable to the sandy and gravelly soil slope. 适用于砂性土层和砂砾土层的深基坑边坡支护。
- The paper chiefly introduces application of expansive soil in freeway project. 主要介绍膨胀土在高速公路工程中的应用。
- expansive soils slope 膨胀土边坡
- The development of subsurface flow in soil slope due to rainfall infiltration has been studied with numerical analysis. 摘要对降雨渗入坡面土壤所产生地下水流的进展过程进行了数值解析计算。
- The experimental study indicates mixing with lime improved this kind of expansive soil is of high quality. 试验研究表明，掺合石灰的方法对该类膨胀土的改良效果较好。
- Solid roots and soil slope capability is molasses grass>tall fescue>Bermuda>ryegrass. 根系固坡保土能力依此为糖蜜草＞高羊茅＞百慕大＞黑麦草。
- The microstructure parameter of the expansive soil model, proposed by Alonso in 1999, is difficulty to test. Alonso(1999)提出的膨胀土模型存在着微观结构参数难以确定的缺点。
- Groundwater is one of the main factors resulting in instability and sliding failure of the soil slope. 摘要地下水是导致土质公路边坡失稳滑动破坏的主要原因之一。
