会议专题

Experimental Study of the Light Dynamic Penetration Method to Test Shallow Fill of Coarse-sand in Subsoil Engineering

In this paper, experimental relationship between light dynamic penetration blow counts N10 and relative density Dr of coarse-sand is built on the base of large model tests by simple statistics. Then, the feasibility of this mothed is proved by three-dimension numerical calculation and field tests. It shows that the light dynamic penetration can be well applied in testing the density of coarse sand at shallow coarse-sand back filling subground.

TIAN Qingyan Fu Helin

Civil Engineering College of Central South University, Changsha Hunan; Guangdong Transportation and Communication Testing Center, Guangdong Guangzhou, China

国际会议

第一届岩土工程安全与风险国际研讨会(Proceedings of the First International Symposium on Geotechnical Safety & Risk ISGSR2007)

上海

英文

2007-10-18(万方平台首次上网日期,不代表论文的发表时间)