摘要
通过对广珠东线高速公路横沥大桥的试桩及土体的工程地质条件分析。
This paper presents the way of settling the maximum of the frictional force between the pile and the soil, according to the test of the Hengli bridge in Guangzhou-Zhuhai highway and the study of the soil.
出处
《世界地质》
CAS
CSCD
1999年第1期54-59,共6页
World Geology
关键词
摩擦桩
赋存环境
极限摩阻力
桥梁
桩周土
frictional pile, state of soil, effective stress, maximum of frictional force
