Practical Approach to Predicting the K0 Behavior of In Situ Sandy Gravel

To investigate the scale effect on at-rest earth pressure coefficient K0 for sandy gravel, a number of K0 tests for sandy gravel were performed by using a new-developed large-size K0 apparatus. The test samples with different maximum particle size dM are prepared by different techniques, and the sca...

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Bibliographic Details
Main Authors: Ming-Jie Jiang, Jun-Gao Zhu, En-yue Ji, Ying-qi Wei, Zhi-zhou Geng
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/9582918