Triaxial shear behavior of a cement-treated sand–gravel mixture

A number of parameters, e.g. cement content, cement type, relative density, and grain size distribution, can influence the mechanical behaviors of cemented soils. In the present study, a series of conventional triaxial compression tests were conducted on a cemented poorly graded sand–gravel mixture...

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Bibliographic Details
Main Authors: Younes Amini, Amir Hamidi
Format: Article
Language:English
Published: Elsevier 2014-10-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775514000729