摘要
针对采用振冲碎石桩+厚300mm褥垫层的复合地基处理方式,根据设计要求的试验检测,并结合西藏地区地质情况,对已经处理完成的复合地基进行静载试验、桩土应力比测试、动力触探等抽检检测,从而验证复合地基的施工质量。
For the composite foundation treatment method of vibroflotation crushed stone piles+300mm thick cushion layer,according to the design requirements of the test and combined with Tibetan area geological conditions,the casual inspections such as static load test,pile-soil stress ratio test,dynamic penetration,etc.for the completed composite foundation are carried out accordingly,so as to verify the construction quality of the composite foundation.
作者
姜涛
JIANG Tao(China Construction First Group The Fifth Construction Co., Ltd., Beijing 100024, China)
出处
《建筑施工》
2018年第11期1886-1888,共3页
Building Construction
关键词
振冲碎石桩
承载力
压缩模量
复合地基应力比
vibroflotation crushed stone pile
bearing capacity
compression modulus
stress ratio of compositefoundation