Simulation of influence of biggish pile shoe pulling out on foundation of bucket foundation platform with finite element program;

The Technical Discussion and Practice of Gravitatinal Retailing Wall s Ground and Foundation in Mountainous Area;

Analysis on calculating method of ground settlement;

Research of influence on construction method of high-filled embankment to settlement of ground and consolidation full of clay;

Karst exploration and subgrade treatment for main power house of Laibin Power Plant;

Evaluation method of highway subgrade at collapsed loess;

On the settlement of highway soft soil subgrade;

Analysis on interaction between sluice and base and board design;

Discussion of processing methods in borer-probe trough checking and partial basement problems;

Application of debris pile method in soft-base treatment;

Subsoil and Foundation Interaction Analysis of Zhongguancun Science & Trade Center;

Analysis on dynamic behaviors of high buildings— pile foundation—soil system;

Dynamic Analysis of Superstructure-Raft Foundation-Subsoil Interaction;

Dynamic consolidation is a way to improve soil strength and reduce compressibility of the soil by lifting and dropping a heavy hammer very high to hit the foundation soil .

The bearing capacity of foundation soil and batholith is one of the most important questions for discussion in the field of geotechnical engineering ;md foundation engineering.

In calculating the additional stress coefficients and average additional stress coefficients in foundation soil,some slight errors in table K.