PLT for high energy dynamic compaction of foundation backfilled with crushed stone

被引：0

作者：

Shui, Wei-Hou ^{[1
]}

Wang, Tie-Hong ^{[2
]}

Wang, Ya-Ling ^{[3
]}

机构：

[1] Shanghai Modern Architectural Design Group, Shenyuan Geotechnical Engineering Co. Ltd., Shanghai 200011, China

[2] Ministry of Construction of P.R. China, Beijing 100835, China

[3] China Zhonghua Geotechnical Engineering Co. Ltd., Beijing 102600, China

来源：

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2007年 / 29卷 / 07期

关键词：

Bearing capacity - Compaction - Deformation;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A series of experiments of high energy dynamic compaction (DC) were successfully executed on a rubble filled site in a coastal area for the first time in China. The experiment provided the parameters for the design, construction and detection of 10000 kN&middotm DC. The detected results of plate loading test (PLT) were analyzed and compared with other DC with different energy levels. Some conclusions for rubble filled site after DC were acquired that the mild P-S curves indicated that the high bearing capacity and small deformation of foundation, the density of rubble at compacted drop points and between them was nearly equal, and it was not necessary to over-increase the area of loading plate.

引用

页码：1090 / 1093