摘要
本文综述位于软土地基上的10项储罐工程(1000~50000m3)、40台油罐建设中采用的振冲法与充水预压法综合处理软地基技术,由振冲碎石桩单(群)桩复合地基静载试验、现场原位测试结果的对比分析可知:加固后的复合地基承载力提高了0.6~1倍、沉降量减少了约三分之一,并能提高地基土的抗液化能力。
This paper summarizes on the comprehensive treatment technique of soft foundatbo for 10 items of storage tank projects-40 oil tanks through vibration-impact and prepressing by filling water. It is shown by comparing and analyzing the results of static loading tests on composite foundation through vibrating and impacting single (group) rubble pile(s), and the results of original site tests that the loading capacity of the consolidated composite foundation is increased by 0. 6 to 1 time, and the settlement is decreased by 1/3. Also the liquidation - resistance ability is increased.
出处
《石油工程建设》
北大核心
1996年第2期7-11,共5页
Petroleum Engineering Construction
关键词
油罐
软地基
土壤力学
预处理
桩基
振冲法
Oil tank, Soft ground, Soil mechanics, Pretreatment, Pile foundatin