1.
MODEL TEST ON BEARING CAPACITY OF COMPOSITE PILE FOUNDATION IN TOP-DOWN ORDER
逆作法复合桩基承载性能的室内模型试验
2.
Application of Pile Foundation Constructed in Reverse Order to Deep Water Foundation of Bridge
桩基逆作法在桥梁深水基础中的应用
3.
Study on Characters of Pile-soil Cooperative Work in the Composite Foundation with CFG-Pile
CFG桩复合地基桩土共同作用性状研究
4.
Design and Application of Composite Pile Foundation with Joint Action between Pile and Soil
桩土共同工作的复合桩基设计与应用
5.
Research on Mechanism and Calculating Method of Settlement of Composite Foundation with CFG Piles;
CFG桩复合地基工作机理及沉降计算方法研究
6.
Construction technique of Compound Reverse Construction Method for Retaining and Protecting Engineering of Super Deep Circle-Foundation Pit
超深圆形基坑支护工程的复合逆作法施工技术
7.
Reverse Construction Technology of Super-deep Support Piles and Columns in Nanjing Deji Plaza
南京德基广场逆作法超深支撑桩柱施工技术
8.
Study on Group Effect of Cast-in-situ Concrete Thin Wall Pipe Pile Composite Foundation under Road Embankment;
路堤下PCC桩复合地基群桩作用性状研究
9.
Studies on Displacement Interaction Factor Solution and Application to Composite Foundation with Hybrid Piles;
混合桩型复合地基的位移相互作用系数解法及其应用研究
10.
Study on Design Method of Rigid & Flexible Composite Foundation;
刚—柔组合桩型复合地基设计方法研究
11.
New Pile-soil Stress Ratio Calculation Method in Rushed Stone Pile Composite Foundation
确定碎石桩复合地基桩土应力比的一种新方法
12.
A New Pile-soil Stress Ratio Calculation Method of Composite Foundation with Friable Material Piles
散体材料桩复合地基桩土应力比计算新方法
13.
Dynamical Calculation Method of Pile-soil Stress Ratio of Long-short-pile Composite Foundation
长短桩复合地基桩土应力比的力学计算方法
14.
Cushion Techniqe and Interaction Between Reinforcements and Surrounding Soil in Composite Foundation;
复合地基中垫层技术及桩土相互作用
15.
Numerical Modeling Study of Mechanism of Geosynthetic-reinforced and Pile-supported Composite Foundation;
桩—网复合地基工作机理的数值分析
16.
Study on Working Performance and Settlement of Rigid Pile Composite Foundation;
刚性桩复合地基工作性能及沉降分析
17.
Settlement Calculation of Pile-Soil Composite Subgrade
桩土共同作用下的复合基础沉降计算
18.
Working features and loading capacity of CFG pile composite foundation
CFG桩复合地基工作特性及承载力确定