1.
Study on Behavior and Design Method of Pile-raft Foundation with Variable Rigidity;
变刚度桩筏基础工作性状和设计方法研究
2.
Study on the Interaction Machanism of the Variable Stiffness Piled Raft Foundation and Soil;
变刚度桩筏基础与地基土相互作用机理研究
3.
A Numerical Analysis of the Vertical Bearing Behavior of Piled Raft Foundations with Variable Pile Stiffness;
变刚度桩筏基础竖向承载性状的数值分析
4.
Variable Rigidity Design Method of Rigid Pile Composite Foundation;
刚性桩复合地基空间变刚度调平设计
5.
Pile-raft Foundation Interaction Analysis and Adjusted Foundation Rigidity Design;
桩筏基础共同作用分析及变刚度调平设计
6.
Study on Pile-raft Foundation and Variable Rigidity Design Method for Balance Settlement;
桩筏基础工作性状研究及变刚度调平设计
7.
Study on the Counterforce on the Pile Head and the Sedimentation Characteristics of Piled Raft Foundation and Balance Design Method for Variable-Rigidity;
桩筏基础桩顶反力及沉降特性研究与变刚度调平设计
8.
Design and Construction on a Large-scale Model Test on Variable Rigidity Design Method for Balance Settlement and Interaction between the Pile Shaft Resistance and the Base Resistance
变刚度调平设计和桩侧阻端阻相互作用大型模型试验设计与施工
9.
Nonlinear interacting analysis of piled-raft foundation and variable rigidity design method for balance settlement
桩筏基础非线性共同作用分析及变刚度调平设计
10.
Calculation of Pile-soil Stress Ratio of Rigid Pile Composite Foundation with Consideration of Piles upward Puncture Deformation
考虑桩顶刺入变形的刚性桩复合地基桩土应力比计算
11.
Based on the results of piledriving and optimal analysis, the rational matching of composite stiffness of disc~spring cap andstiffness of pile has been obtained.
根据沉桩的效果和优化分析，找到了碟簧桩帽的组合刚度与桩的刚度的合理匹配。
12.
Combined with new design ideas, from two aspects: reducing settlement design and variable rigidity design for balance settlement the optimization design of piled raft foundation is discussed.
结合最新的设计理念,从减沉设计与变刚度调平设计两方面探讨桩筏基础的优化设计。
13.
Experiment Study and Theoretical Analysis on the Influence for the Rigidity of the Soil underneath a Pile to the Pile Shaft Resistance
桩端土刚度对桩侧阻力影响的试验研究及理论分析
14.
Settlement of Composite Ground by Rigid Pile Penetrating;
复合地基中刚性桩刺入及沉降变形理论分析
15.
A Numeical Investigation into the Impact of Tunneling on Piles;
地铁隧道开挖对刚性桩基变形影响研究
16.
The Deformation Properties of the Rigid Pile Composite Foundation Acted by the Horizontal Load;
水平荷载作用下刚性桩复合地基的变形性状
17.
Features of displacement at the top of enclosure piles and analysis of the stiffness formula of bracing system
围护桩顶部位移特征及内支撑刚度公式辨异
18.
Study on the Effect of Superstructure on the Behaviour of a Pile-raft Foundation;
上部结构刚度对桩筏基础内力的影响研究