摘要
结合拟建工程的大面积挖填方,针对场地内主要分布的马兰黄土和离石黄土,分别采取土样进行击实试验,压缩和固结剪切试验,探讨了抗剪强度与含水量的变化规律,为地基填方和边坡设计提供了可靠的参数。
Combining with the large area excavation and filling of the planning building construction,the paper adopts the compaction tests,the compression and consolidated shear tests on the soil samples of the main Malan Loess and Lishi Loess in the field,and explores the change rule for the shear strength and the water content,so as to provide the reliable parameter for the foundation filling and the slope design.
出处
《山西建筑》
2012年第30期72-74,共3页
Shanxi Architecture
关键词
压实系数
抗剪强度
击实试验
compression coefficient
shear strength
compaction test