摘要
介绍了黄石市体育馆基础设计,阐述了人工挖孔灌注桩在桩端岩石持力层埋深变化大这一情况下的利用及嵌岩桩受压和抗拔承载力的估算,简述了桩筏基础的计算理论及嵌岩桩筏基础的简化计算处理,为类似工程设计积累了经验。
This thesis elaborates the foundation design of stadium in Huangshi city,illustrates the use of manual digging pile under the condition of in-depth large changes of rock pile bearing stratum and the estimate of rock-socketed pile compression and uplift capacity,and then describes the calculation theory of piled raft foundation and the simplified computing of rock-socketed foundation,which has accumulated experiences for similar project design.
出处
《山西建筑》
2010年第22期134-135,共2页
Shanxi Architecture
关键词
嵌岩桩
桩承载力
桩筏基础
rock-socketed pile
pile bearing capacity
piled raft foundation
