1.
The bored pile by churning drive and bored pile with slurry wall protection are widely adopted in loess foundation in recent years.
旋挖钻孔灌注桩和泥浆护壁钻孔灌注桩是近年来黄土地基中广泛使用的桩基形式。
2.
Foundation Pit Supporting Technology of Grouting Pile Cantilerer Enclosure by Percussion and Grabing;
冲抓成孔灌注桩悬臂围护形式深基坑支护技术
3.
Study on Long-short Piles Composite Foundation Deformation Model and Settlement Computation
长短桩复合地基变形模式及沉降计算研究
4.
Mechanical Analysis on Multi-layer Horizontal Reinforced and Pile-supported Composite Ground
桩承式多层水平加筋复合地基受力与变形分析
5.
Study on Deformation Characteristic of Large Spacing Deep Mixing Pile Composite Foundation;
大桩距搅拌桩复合地基变形性状研究
6.
According to the working characters of retaining piles for deep excavation, the arching effect in adjoining soil is analyzed.
根据深基坑桩排式支护中护壁桩的受力变形特点，分析了被支护土体中的成拱作用。
7.
Structure Analysis of Single-Pile Platform with Group Piles Foundation;
群桩基础独立桩式平台结构分析研究
8.
Research on Seismic Performance of Different High-rise Steel Structures Considering Soil Structure Interaction;
桩筏基础与不同钢框架形式共同作用抗震性能的研究
9.
The Analyses of Finite Element Method on Pile Raft Foundation with Different Relation between Pile and Raft under Vertical and Horizontal Load;
竖向及水平荷载作用下不同构造形式桩筏基础有限元分析
10.
Finite Element Analysis on Deformation Characteristics of Cantilever Retaining Structures and Ground without Plate Piles
悬臂式无支撑板桩支护基坑变形性状有限元分析
11.
A Simplified Method to Analyze a Piled Raft Foundation with Consistent Deformation between Pile and Raft;
考虑土—桩—筏协调变形的桩筏基础简化分析方法
12.
Contrast research of bearing characteristic for composite foundation with tapered piles and cylindrical piles
楔形刚性桩复合地基中桩的最佳楔角范围研究
13.
The Bar foundation Design of Rcinforced ConCrete──Foundation design of pole foundation complex bases
钢筋砼条形基础──桩基复合基础的设计
14.
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
15.
The earth pressure over the pit bottom calculated by the trapezoid mode, and the result is better according with the rectangle mode of sandy foundation.
坑底以上桩侧土压力采用梯形分布模式，计算结果与砂土地基的矩形分布实测土压力符合较好。
16.
Establishment and Application of A Model for Capacity of Cone Pile
楔形桩承载力计算公式的推导与应用
17.
Structural Analysis of Jack-up Platform Spud Tank Based on the Pile-Soil Interaction;
基于桩土相互作用的自升式平台桩靴强度研究
18.
Influence of Sole Weight on Stability of Pile Foundation with Pile-Column Type Higher-Bridge Pier
自重对桩柱式高桥墩桩基稳定性的影响