Volume 6, Issue 2 (4-2013)                   2013, 6(2): 1525-1544 | Back to browse issues page

XML Persian Abstract Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Hamidi A, Yarbakhti P. Constitutive modeling of cemented gravely sands including the effects of cement type. Journal of Engineering Geology 2013; 6 (2) :1525-1544
URL: http://jeg.khu.ac.ir/article-1-364-en.html
Abstract:   (11039 Views)
In this paper, a constitutive model is proposed for prediction of the shear behavior of a gravely sand cemented with different cement types. The model is based on combining stress-strain behavior of uncemented soil and cemented bonds using deformation consistency and energy equilibrium equations. Cement content and cement type are considered in a model as two main parameters. Based on the proposed method, the behavior of cemented soil with different cement types is predicted for conventional triaxial test condition. Porepressure developed during undrained loading besides volumetric strains in drained condition are also modeled according to this framework. Comparison of model results with experimental data indicates its reasonable accuracy.
Full-Text [PDF 505 kb]   (2455 Downloads)    
Type of Study: Case-Study | Subject: En. Geology
Accepted: 2016/10/5 | Published: 2016/10/5

Add your comments about this article : Your username or Email:
CAPTCHA

Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2024 CC BY-NC 4.0 | Journal of Engineering Geology

Designed & Developed by : Yektaweb