北京平原区饱和粘性土回弹及再压缩模量的试验研究被引量：1

下载PDF

导出

摘要本文通过室内试验研究，建立了可供地基挖方回弹计算的回弹模量与卸载比关系表达式。

作者韩玉明

机构地区北京市勘察设计研究院

出处《工程勘察》 CSCD 北大核心 1996年第2期10-14,共5页 Geotechnical Investigation & Surveying

关键词饱和粘性土再压缩模量回弹模量卸载比

同被引文献27

1沈珠江.土体结构性的数学模型──21世纪土力学的核心问题[J].岩土工程学报,1996,18(1):95-97. 被引量：425
2F. Tavenas, The Permeability of natural soft clays. Can. Geotech. J. Vol 20, 1983.
3Tan, S. A. , Determination of consolidation Properties for Very soft clay, Geotechnical Testing Journal, vol (11), No.4.1988.
4Duncan, Limitations of conventional analysis of consolidation settlement. J. F Geotechnical Engineering, Vol.119(9),1993.
5Berre, T. And Iversen, K. Oedometer tests with different specimen heights on a clay exhibiting large secondary compression. Getechnique, Vol. 22, No.1, 1972.
6J. H. Yin, Elastic visco-plastic modelling of one-dimensional consolidation, Geotechnique 1999,46(3).
7J. H. Yin, Non-linear creep of soils in oedometer tests, (1999)Geotechnique 49, No.5.
8Kim,Modelling the visco-plastic behaviour of clays during consolidation. Can. Geotech. J. Vol.38.2001.
9Yong, R. N. Soil Properties and behavior, Elsevier Sci. Pub. Company, Amsterdam, 1975.
10Mikasa , The consolidation of soft clay. Civil Engineering in Japan, JscE, 1965.

工程勘察

1996年第2期

内容加载中请稍等...