摘要
湿陷性黄土的物理力学指标较差,采取一定的工程措施进行渠道地基湿陷性处理是必要的。强夯是处理湿陷性黄土地基的一种有效方法。针对某输水干渠六标工程湿陷性黄土地基,详细介绍了湿陷性黄土的特性,对湿陷性黄土的强夯设计、施工、效果评价进行了初步探讨,对该工程的湿陷性黄土地基处理具有一定的参考价值。
The physical mechanics indexe of collapsible loess are poor,it is necessary to deal with collapsible foundation of canal. Dynamic consolidation is an effective method to treat collapsible loess foundation. In this paper,the characteristics of collapsible loess are introduced in detail,and the dynamic compaction design,construction and effect evaluation of collapsible loess are preliminarily discussed,which has reference value for collapsible loess foundation treatment of the project.
作者
李博
张远芳
Li Bo;Zhang Yuanfang(College of Water Resources&Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China;Administration of Delvelopment Construction of Xinjiang Yili River Basin,Urumqi 830000,China)
出处
《山西建筑》
2019年第11期70-71,共2页
Shanxi Architecture
关键词
湿陷性黄土
强夯法
地基处理
强夯能级
collapsible loess
dynamic consolidation
foundation treatment
dynamic compaction level
