摘要
大厚度自重湿陷性黄土建设场地广泛分布于兰州新开发建设区域,根据大厚度自重湿陷性黄土建设场地的勘察设计成果,分析论述该类场地地基土的湿陷性分布与变化特征、地基土工程特性,就地基处理与基础类型选择进行讨论。
Loess collapsible under overburden pressure with large thichness is videly distributed in the new development area in Lanzhou city , the distributing and variety characteristics, engineering property, groundwork treatment and the type of foundation in the collapsible loess deposite area are discussed in this article.
出处
《工程勘察》
CSCD
北大核心
2006年第S1期344-348,共5页
Geotechnical Investigation & Surveying
关键词
湿陷性
大厚度黄土
岩土工程勘察
Collapsible loess
Loess deposite with large thickness
Geotechnical
investigation and surveying of loess field
