软土地基水闸设计中沉降控制复合桩基应用研究  

On application of settlement control composite pile in design of soft-soil foundation sluice

作　　者：胡翀宇 

机构地区：[1]北京交通大学海滨学院,河北黄骅061199

出　　处：《山西建筑》2016年第4期54-55,共2页Shanxi Architecture

摘　　要：结合工程实例,介绍了软土地基水闸设计中沉降控制复合桩基的计算原理,从荷载设计、桩基承载力计算、水闸桩高等方面,阐述了沉降控制复合桩基的设计方法,从而确保软土地基水闸结构设计的安全性及稳定性。Combining with engineering cases,the paper introduces the calculation principle for the settlement control composite pile in design of soft-soil foundation sluice,and illustrates the design methods for the settlement control composite pile from the loading design,loading capacity calculation of pile foundation,and pile height of sluice,so as to ensure the safety and stability of the soft-soil foundation structural design.

关 键 词：软土地基 水闸 沉降控制 复合桩基 

分 类 号：TU447[建筑科学—岩土工程]