1.
Seismic Analysis on Super-Long Pile-Soil-Bridge Structure System in Liquefible Foundation;
可液化地基中超长桩—土—桥梁结构抗震性能分析
2.
Combination of Gravel Pile and CFG Pile in Dealing with Liquefied Foundation
应用碎石桩与CFG桩联合处理可液化地基方法研究
3.
Numerical simulation of the seismic responses of an embankment constructed on a two-layer ground considering liquefaction
可液化双层地基上填筑坝地震响应的数值模拟
4.
The Reliability Theory and Application on Slope Stability of Earth and Rock-Filled Dams and Liquefaction of Dams Foundation
土石坝抗滑稳定性与砂层地基液化的可靠度理论与应用
5.
Numerical Simulation and Laboratory Research of Liquefiable Soils Deformations during the Earthquake;
可液化土的地震液化试验及数值模拟研究
6.
Liquefaction resistance research and existing problem of gravel pile reinforcing liquefied foundation
碎石桩加固液化地基抗液化研究及存在问题
7.
The Research on the Lateral Bearing Behavior of the Pile Foundation in Liquefiable Soil;
可液化土层中桩基横向承载特性研究
8.
Design of Visualization of Interactive 3D Blades Based on OpenGL;
基于OpenGL的液力变矩器叶片可视化设计
9.
And then the lower limit of the frequency decrease rate was derived, and the last identification method of site liquefaction from surface acceleration records was proposed.
基于强震记录快速识别场地液化的方法，并用实际地震记录对其可靠性进行了分析。
10.
Example of treating liquefied foundation based on broken stone pile + CFG composite foundation
碎石桩+CFG桩复合地基处理液化地基实例
11.
HAZARD ASSESSMENT OF SEISMIC LIQUEFACTION FOR CONSTRUCTION SITES AND GROUND TREATMENT
建筑场地地震液化危害评价及地基处理
12.
Evaluation on liquefaction of earthquake and dealing suggestions on soil foundation
某场地地震液化危害评价及地基处理建议
13.
Strong Rad Method is In the Application In the Foundation of Serious Liqu efaction of Deep Layer;
强夯法在处理严重液化地基中的应用
14.
Study on Settlement of Liquefiable Sand Soil Model Improved by Pile
桩体加固液化砂土模型地基沉降分析
15.
Dynamic compaction of deal with liquefied sand in the foundation of the application
强夯法在处理液化砂土地基中的应用
16.
Research on GIS-Based Visual Evaluation Information System of Sand Liquefaction;
基于GIS的砂土液化可视化评价信息系统研究
17.
The Study on Earthquake Response of Bridge Piles at Liquefiable Site;
液化场地桥梁桩基础地震反应性能研究
18.
Liquefaction-Induced Deformation and Anti-Seismic Measures for the Foundation of Nanjing Subway;
南京地铁地基液化变形及抗震措施研究