1.
Theory and Application Study of the Composite Foundation Formed by Heavily Rammed Stone-piers;
强夯块石墩复合地基理论与应用研究
2.
Theory and Application of Rigid Pile Composite Foundation under Embankment Loads;
路堤荷载下刚性桩复合地基理论与应用研究
3.
The Stess-proliferation of the Theory of Composite Foundation Considered and Application in Engineering
考虑桩土应力扩散的复合地基理论与实践
4.
Theory of composite foundation considering stress dispersion and its application in engineering
考虑桩土应力扩散的复合地基理论与应用
5.
Theoretical Analysis and In-situ Tests of CSP Composite Ground;
水泥土桩复合地基的试验及理论研究
6.
Analytical Study on Consolidation Theory of Composite Ground under Complicated Conditions
复杂条件下复合地基固结解析理论研究
7.
Model Test and Theoretical Analysis of the Combined Group Pile Composite Foundation with Embedment Depth
埋深组合群桩复合地基模型试验与理论分析
8.
Study on the Composite Foundation Improved by Flexible Piles under Flexible Foundation Basis on the Damage Soil Mechanics;
基于损伤理论的柔性荷载下复合地基性状研究
9.
Computational Theory and Numerical Analysis for Consolidation and Deformation of Composite Foundation;
复合地基固结与变形的计算理论及数值分析
10.
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
11.
Analysis on the Geosynthetic-reinforced and Pile-supported Composite Foundation: Theories and Applications;
桩承加筋土复合地基的理论与应用分析
12.
Research on Calculation Theory and its Application of Deep-mixing Pile in Composite Ground;
深搅桩复合地基的计算理论及其应用研究
13.
Research on Design Theory and Model Tests of Multi-element Composite Foundation;
多元复合地基设计理论与模型试验研究
14.
Experimental and Theoretic Study on Technology of Composite Foundation in Deep Soft Soil;
深厚软土中复合地基技术的试验及理论研究
15.
The Model Test and Theoretical Analysis of Settlement of the Multi-pile Composite Foundation
多桩复合地基沉降性能的模型试验与理论分析
16.
Research on the theory,experiment and safety of rigid pile composite foundations
刚性桩复合地基的理论、实测与安全性研究
17.
Study on the Composite Foundation with CFG-Pile for Improving Thick and Soft Ground;
CFG桩复合地基加固深厚软基理论研究与工程应用
18.
Reliability Research on Bearing Capability of Composite Foundations Using Stochastic Field Theory;
基于随机场理论的复合地基承载力的可靠度研究