Numerical simulation of loading test on composite foundation with single rigid pile;

The influencing factors of composite foundation s bearing capacity by loading test;

Analysis on safety monitoring result of rock-anchored bridge crane beam loading test;

Effect of the anchor piles on the static load test result;

Some problems of layer load test;

Static axial load test on manually excavated belled piles;

Detection and load experiment of the Kongque River Bridge in the national highway 314 in Kuerle;

Analyses of recycling used hollow slab under load experiment;

It discovered that there are many kinds of cracks in bridge on the river gantaohe through appearance investigation,nondestructive test and load experiment.

According to general condition of specific engineering and its hydrographic & geological condition,it analyzes causes of CFG pile on appearing large-area necking down underground water level and load experiment of compound foundation can not suit demand,and introduces reinforcing measures to meet requirement of engineering.

This thesis deduces the relationship module between the base subsidence (S) and the base width (B) in the model experiment on the basis of the results from load experiments and the relationship between earth subsidence (S) and variable modulus.

It also proposes the innovative method of indoor load experiment,introduces the way and step,and gives the p-s curve corresponding to the thickness of 4-8 cm of asphalt concrete.

Study of load test about Shijiawan bridge reinforced by energy-releasing method;

The reinforce and load test of Suijiang Bridge;

The method for analyzing transverse distribution factors in load test of simple supported bridge;