摘要
针对太原市东山湿陷性黄土场地某高层建筑,通过工程实例着重从探井布置、测定湿陷系数(δs)的试验压力、湿陷性黄土桩基负摩阻力等出发,从技术可靠、经济合理以及便于施工的角度探讨了合适的地基处理方案,确定了两种最佳方案,并建议先消除地基湿陷性。
According to high-rise building of Dongshan collapsible loess site in Taiyuan, through engineering example, emphatically from well arrangement, determination of test pressure of collapsibility coefficient（δ）, negative friction resistance of collapsible loess pile, discussed appropriate foundation treatment scheme from the angle of reliable technology, economic and reasonable and convenient construction, determined two kinds of optimum solutions, and suggested to firstly eliminate the collapsibility of foundation.
出处
《山西建筑》
2012年第34期103-105,共3页
Shanxi Architecture
关键词
湿陷性
高层建筑
试验压力
负摩阻力
地基处理方案
collapsible, high-rise building, test pressure, negative friction resistance, foundation treatment scheme
