摘要
本文通过桩基试验得出的桩基承载力,论证采用公式计算得出的结果的可靠性。同时,利用公式反演提出港口桩基规范计算承载力的折减系数在本地区粘土层的具体取值范围,为今后本地区类似工程设计、施工提供借鉴。
The bearing capacity obtained through pile foundation test is compared with the bearing force calculated with formula.Meanwhile,the formula is inverted to produce the range of bearing capacity reduction coefficient for local clay layer as specified in port pile foundation standard.The research results can provide a reference for the design and construction of similar projects in this region in the future.
作者
王成
吴迪
Wang Cheng;Wu Di(CCCC Second Harbor Consultants Co.,Ltd.,Wuhan Hubei 430071,China)
出处
《港工技术》
2019年第5期57-61,共5页
Port Engineering Technology
关键词
粘土层
钢管桩
承载力
静载试验
高应变动测
clay layer
steel pipe pile
bearing capacity
static load test
high strain dynamic detection
