Effect of Filtration Coefficient Determination Method on the Scale Effect in Water-Saturated Fine-Grained Soils


如何引用文章

全文:

开放存取 开放存取
受限制的访问 ##reader.subscriptionAccessGranted##
受限制的访问 订阅存取

详细

The methods of calculating the filtration coefficient k from data obtained in tests performed under the conditions of one-dimensional consolidation in terms of consolidation coefficient cv, compressibility av and volume compressibility mv, average particle size D10, and void ratio e are investigated. The evaluated k used in the PLAXIS software system is taken for comparison. The filtration coefficients determined by different methods were used to study the scale effect in the Mohr-Coulomb model. The excess pore pressure for different diameter to height ratios of a sample was in better agreement with the values predicted by using k determined in PLAXIS. This is explained in part by the variability of the filtration coefficient during consolidation.

作者简介

T. Rozine

The University of Salford, School of Computing, Science and Engineering

Email: smfe@mail.ru
英国, Salford, Greater Manchester

T. Toma Sabbagh

The University of Salford, School of Computing, Science and Engineering

Email: smfe@mail.ru
英国, Salford, Greater Manchester

补充文件

附件文件
动作
1. JATS XML

版权所有 © Springer Science+Business Media New York, 2017