1.
Research on the Lateral Load Behavior of Pile in Liquefying Sand by Shaking Table Tests;
液化土中桩基水平承载特性的振动台试验研究
2.
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
3.
Nonlinear Analysis of Pile-Soil Interaction in Lateral Spreading of Liquefied Ground;
土液化横向扩展中的桩土相互作用分析
4.
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
5.
3D Nonlinear Analysis of Pile-Soil Interaction in Lateral Spreading of Liquefied Ground
土液化横向流动中桩土相互作用三维数值分析
6.
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
7.
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
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.
Analysis of Multiple Broken Line Model of Negative-Friction Resistance of Pile Foundation in Sand Liquefaction
砂土液化中桩基负摩阻力的多折线模型分析
10.
Eliminating Liquefaction of Sandy Soil and Improving Bearing Capacity of Single Pile with Vibro-squeezing Sand Pile
振动挤密砂桩消除砂土液化和提高单桩承载力
11.
The Shaking Table Experimental Study on Liquefiable Sand Soil Improved by Pile;
桩体加固液化砂土的振动台试验研究
12.
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
13.
Analysis of the liquefied soil effect on single pile under seismic action
地震作用下液化土对单桩的影响分析
14.
Study on Damping of Pile-Soil Interaction in Quantitative Analysis of Defects;
基桩缺陷量化分析中桩土相互作用阻尼的研究
15.
Study on the Effects of Soil Liquefaction Induced Lateral Spreading on Pile Foundation;
土体液化诱发的侧向扩展对桩基的影响研究
16.
The Shaking Table Experimental Study on Liquefiable Sand Soil Improved by Granular Sand Pile;
散体材料砂桩加固液化砂土的振动台试验研究
17.
Large-Scale Shaking Table Test of the Liquefiable Ground Treated by CFG Piles Composite Foundation;
CFG桩加固液化土地基的振动台试验研究
18.
Numerical analysis of group piles model in lateral spreading of liquefied ground in unit velocity
群桩场地液化土单一流速横向流动数值分析