摘要
在深入研究真空预压加固软基机理的基础上,全面总结了工程经验,明确了真空预压加固软基的实际效果,对真空预压方法存在的几个有争议的问题作了分析并得出明确的结论。
In this paper, the mechanism of using vacuum pre-loading to strengthen soft clay is discussed, and the present application of this method in engineering practice is summarized. Based on the theoretical and practical studies, the effect of using vacuum pre-loading to strengthen soft foundation is evaluated, and several questionable problems which have been confusing engineers for years have been made clear.
出处
《天津大学学报》
EI
CAS
CSCD
1991年第S2期63-67,共5页
Journal of Tianjin University(Science and Technology)
基金
国家自然科学基金
关键词
软土地基
真空预压
砂井阻力
有效深度
soft foundation, vacuum pre-loading, sand drain resistance, effective depth
