摘要
用力法求解桥台承受填土压力作用的单桩桩顶的内力 ,用位移法求解承台位移 ,所得结果较精确。
Calculate inner force of pile head of bridge-platform on bearing filling pressure with force method and calculate bridge-platform displacement with displacement method.The calculated result is accurate.
出处
《勘察科学技术》
2004年第5期10-11,40,共3页
Site Investigation Science and Technology
关键词
填土
土压力
桩基
承台位移
pile foundation
soil pressure
calculation
