自平衡试桩法与传统锚桩试桩法工程实例对比  

Engineering Case of Comparison on Self-balanced Pile Testing Method and Anchored Pile Method

作　　者：张先林 Zhang Xianlin(Nuclear Industry of China Geotechnical Engineering Co. , Ltd, Hebei Province Shijiazhuang 050022, Hebei,Chin)

机构地区：[1]河北中核岩土工程有限责任公司,河北石家庄050022

出　　处：《岩土工程技术》2017年第6期283-288,共6页Geotechnical Engineering Technique

摘　　要：自平衡试桩法是一种新的静载荷试桩方法,相对于传统的静载试桩法省时省力省费用。通过某工程的同类型试桩,分别采用自平衡试桩法和锚桩法进行静载荷测试和抗拔试验。试验结果表明了自平衡试桩法的可行性。The self-balanced pile testing method is a new axial static load test of pile. Compared with the traditional static load test method to save time labor and costs. Through the same type of test piles in a project, static load test and uplift test are carried out by self-balanced pile testing method and anchored pile method, respectively. The test results show the feasibility of self-balanced pile testing method.

关 键 词：自平衡试桩法 静载荷试验 锚桩法 抗拔试验 

分 类 号：TU473.11[建筑科学—结构工程]