摘要
结合京津城际铁路桥梁的基桩静载试验,分析了本试验段载荷一位移曲线及不同位置处测摩阻力及其内力,并研究了水平荷载作用下桩的水平位移特征,基桩测试结果表明,按照本设计和施工方案,能达到设计要求的承载力。
Combined with the base pile static load test of Jing-Jin overpass railway, it analyses the curve of static load-movement in this test, resistance in different locations and its inner force, and researches the moving features of pile under the effect of horizontal -load. The resu/t shows it can achieve the capacity of designing requirements according to the designing and constructing plan.
出处
《山西建筑》
2007年第16期318-319,共2页
Shanxi Architecture
关键词
基桩
静载试验
承载力
水平位移
base pile, static load test, capacity, horizontal movement
