大直径嵌岩桩与非嵌岩桩承载性状的比较研究  

Comparative Study on Bearing Capacities of Socket and Non-socket Bored Piles

作　　者：何开胜[1] 袁文明[1] 彭新宣[2] 

机构地区：[1]南京水利科学研究院土工所,210024 [2]河海大学设计院,南京210098

出　　处：《建筑结构》1998年第11期9-11,34,共4页Building Structure

摘　　要：通过对同一场地7根大直径钻孔灌注嵌岩桩和非嵌岩桩的静载对比试验及在部分桩身埋设应力计,分析比较了它们的承载能力和荷载传递特性.对有深厚上覆土层的大直径钻孔灌注桩是否设计成嵌岩桩和何时设计成嵌岩桩及其适宜的嵌岩深度提出了建议.同时指出,大直径钻孔灌注桩承载力存在临界深度.On basis of comparative load tests of 7 large diameter bored socket and non-socket piles (2 instrumented piles), the bearing capacities and load transferring properties are compared, it is proposed when and whether large diameter bored pile loacated in thick overburden layer should be designed as socket piles and what the proper socket depth is. Moreover, the author points out that the large diameter bored pile has critical length.

关 键 词：大直径 钻孔灌注桩 嵌岩桩 承载能力 

分 类 号：TU473.11[建筑科学—结构工程] TU473.14[建筑科学—土工工程]