1.
The Study on Application of Geogrid and Stability of Embankments in Loess Embankments;
土工格栅在黄土路堤中的应用及其稳定性研究
2.
Application of Framework and Plant Protection Technology in Loess Embankment Slope Protection
骨架植物护坡在黄土路堤边坡防护中的应用
3.
There has rarely reported about the anti-eroding effects of geotexiles on road embankment so far.
用格室防护黄土路堤边坡的冲刷试验研究,目前尚未见报道。
4.
Deformation and Stability Analysis of Reinforced High Embankment in the Loess Region
黄土地区高填方加筋土路堤变形与稳定性研究
5.
Research on the Sedimentation Mechanism and Control Method for High Embankment of Collapsible Loess;
湿陷性黄土高路堤沉降机理及控制方法研究
6.
Research on Secondary Consolidation Deformation of Compacted Loess Under High Embankment Load
高路堤荷载下压实黄土的次固结变形研究
7.
Engineering Properties of Loess Filler and the Numerical Analysis of Embankment Slopes Reinforced with Geogrids
黄土填料的工程特性及用土工格栅加固路堤边坡的数值分析
8.
The Static and Dynamic Stability Study on Compacted Loess High Embankment of the Arid and Semi-arid Area
干旱半干旱地区压实黄土高路堤静力与动力稳定性研究
9.
The Research on the Settlement Controlling and Geotechnical Centrifuge Tests of Piled Embankment in Collapsible Loess Ground of High-speed Railway;
湿陷性黄土地基高速铁路桩承式路堤离心模型试验及沉降控制研究
10.
Study on the early settlement of the high-liquid limit soil embankment in southwest mountain areas
西南山区高液限土路堤填筑初期堤身沉降研究
11.
Analysis on Seepage of Saturated and Unsaturated Soil of Embankments on the Lower Yellow River
黄河下游大堤饱和-非饱和土渗流分析
12.
Calculation method for soil erosion of embankment slopes
路堤边坡土体水土流失计算方法探讨
13.
Study on Highway Embankment Construction Technology in High Liquid Limit Soil Area;
高液限土地区公路路堤修筑技术研究
14.
The numerical modeling of soft soil foundation settlement under embankment load
路堤荷载下软土路基沉降的数值模拟
15.
Quality Control Gist of Roadbed Earthwork of Road Work at Embankment Top
堤顶道路工程路基土方质量控制要点
16.
Physical treating techniques of highway embankments filled with expansive soils
膨胀土填筑公路路堤的物理处治技术
17.
Research of Influence Factor on Reinforced Embankment with Bidirectional Geogrids;
双向土工格栅加筋路堤影响因素研究
18.
Deformation Analysis of Embankment on Sloping Poor Ground;
斜坡软弱土地基路堤的变形特性分析