1.
Analysis and Study Response of Pile Foundation Adjacent to Tunnelto Shield Advancing;
盾构掘进过程中邻近基桩反应分析研究
2.
Application of Low Strain Reflection Wave Method to Foundation Pile Testing
浅析低应变反射波法在基桩检测中的应用
3.
Application of Low Strain Reflective Wave Method in Pile Foundation Engineering Testing of Jing Yi Huo Railway
低应变反射法在精伊霍铁路桩基检测中的应用
4.
The Application of Deconvolution in Low Strain Integrity Testing of the Pile
反褶积在桩基低应变检测中的应用分析
5.
The discussion on reflective wave method applying in measuring basic pile
反射波法在基桩动测中应用方法的探讨
6.
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
7.
Research on Large Ground Displacement Effects on Bridge Pile Foundation under Earthquake Liquefaction and Improvements Techniques;
液化大变形条件下桥梁桩基的反应与对策研究
8.
Study on Three-dimensional Soil Arching Effect of Cantilever Piles and Ground Resisting Force Acted on Its Build-in Zone
悬臂桩三维土拱效应及嵌固段地基反力研究
9.
Quasi-static calculation method for seismic response of rigid pile composite foundation
刚性桩复合地基地震反应的拟静力计算方法
10.
Analysis of Low Strain Reflected Wave Method to Bridge Piles Testing
低应变反射波法在桥梁桩基检测中的实例分析
11.
Dynamic response of pile foundation under horizontal resonant vibratory loads
水平谐振荷载作用下桥梁基桩的动力反应
12.
State of arts on response of bridge of pile foundation under earthquake excitation
考虑流固耦合的桥梁桩基地震反应研究现状
13.
Application of uniform design method for determining the applicable scope of deconvolution in low strain integrity testing of pile foundation
反褶积对桩基础低应变检测适用范围的验证
14.
The Research of Integrited Testing and Application That Based on the Low Strain Reflected Wave Method;
基于应力波反射法的桩基完整性检测及应用的研究
15.
Pulse Echo Method (PEM) is a fast,economic and feasible method for Low-strain Dynamic Testing(LDT)of piles.
小应变反射波法是当前在工程桩基检测中应用的动测法之一。
16.
The Application of Low Strain Reflected Wave Method in the Test of Beijing-Chengde Highway Piled Foundation
低应变反射波法在京承高速公路桩基检测中的应用
17.
Application of lime-soil compaction pile and CFG pile double composite foundation handling
灰土挤密桩与CFG桩双桩复合地基处理应用
18.
Talking about Pile Driving Effects into Account,Calculation of Design of Interval Between Piles for Reinforcement of Weak Foundation
考虑打桩效应CFG桩加固软基桩间距设计计算