Study on the Compressibility of the Silt in Hangzhou, China
Study on the Compressibility of the Silt in Hangzhou, China
复制标题
杭州地区粉土的压缩性研究
DOI：
10.4028/www.scientific.net/amm.419.853
复制
发表时间：
2013-10
期刊：
影响因子：
--
通讯作者：
王察
中科院分区：
文献类型：
--
作者：
张振营;吴大志;王察
To investigate the compressibility of the silt, three soil samples are collected from Xiasha zone, Hangzhou, Zhejiang Province, China. The geotechnical engineering parameters of the silt soil are measured in the soil mechanics laboratory. Tests results show that the uniformity coefficient of the silt is 13.6, the natural density is 1.96t/m3, the moisture content is 17.0%, the plasticity index is 9.4, the compression coefficient varies from 0.06 to 0.40MPa-1, and the compression index varies from 0.015 to 0.108. Finally, the properties of the compression are studied, and find that the compressibility of the silt soil is very large, and the relationship between the initial void ratio and the logarithm pressure is linear.
DOI：
10.1016/c2009-0-12469-8
发表时间：
1988
期刊：
--
影响因子：
--
作者：
W. Derski;R. Izbicki;I. Kisiel;Z. Mroz
通讯作者：
W. Derski;R. Izbicki;I. Kisiel;Z. Mroz