1.
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
2.
An Analysis on the Seismic Response of Running Tunnel in Liquefiable Soils;
区间隧道穿越可液化土层的地震响应分析
3.
Analyses on Accident Causes of Cast-in-pile Concrete Vibro Piles in Liquefying Ground;
穿过可液化土层的振动沉管灌注桩事故原因分析
4.
Research on Earthquake Induced Liquefaction and Lateral Displacement of Submarine Soil Layer in Near Fault Area;
近断层海底土层地震液化及侧移研究
5.
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
6.
Study on Seimic Ground Motion on Liquefiable Soil Layer and Site Liquefaction Detection;
液化土层地震动和场地液化识别方法研究
7.
Liquefaction-induced Lateral Spreading of Soil Layer Under Two Mechanisms;
液化土层两种机制下侧向大变形分析
8.
ANALYSIS AND APPLICATION OF LONG-SHORT-PILE COMPOSITE FOUNDATION IN LIQUEFIED SOIL UNDER HIGH-RISE BUILDING
长短桩复合地基在高层建筑液化土层中的应用
9.
Study on p-y Curves of Soil-Pile Interactions in Liquefied Soils;
液化土层中桩土作用p-y曲线计算研究
10.
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
11.
Applying the Method of Deep-mixing to the Treatment of the Liquefied Land for Buildings Base;
深层搅拌法在液化土地基处理中的应用
12.
Effect of Liquefaction on Cyclic Deformation of Soil Layers
循环荷载下液化对土层水平往返变形的影响
13.
Dry Vibro-Crushed Stone Pile and Stirred Pile with Cement and Soil Applied to Strengthening of Shallow Soft Foundation Ground Prone to Liquification
干振碎石桩及水泥土搅拌桩在浅层软土易液化地基加固中的应用
14.
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
15.
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
16.
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
17.
Study on Reliability-Based Procedure for Evaluating Liquefaction Potential;
基于可靠性理论的砂土液化判别方法研究
18.
Numerical Simulation and Test Verification of Liquefiable Soil Under Seismic Action
地震作用下可液化土的数值模拟与试验验证