A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
The soil-rock mixture (S-RM) is widely applied in the geotechnical engineering due to its better mechanical properties. The shear strength, an essential aspect of S-RM which governs the stability and the deformation, is rather necessary to be revealed properly. The extraordinary issue of S-RM compar...
Saved in:
Main Authors: | Minghui Ren, Guangsi Zhao, Xianhao Qiu, Qinghua Xue, Meiting Chen |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/6509728 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The Unified Strength Theory for Plastic Limit Load Analysis of Vertical Shaft Lining
by: Guangsi Zhao, et al.
Published: (2018-01-01) -
Deformation and Failure Characteristics of Soil-Rock Mixture considering Material Composition and Random Structure
by: Shengnian Wang, et al.
Published: (2019-01-01) -
Numerical Simulation on the Seepage Properties of Soil-Rock Mixture
by: Ning Zhao, et al.
Published: (2018-01-01) -
Experimental Study on Shear Failure Mechanism and the Identification of Strength Characteristics of the Soil-Rock Mixture
by: Shaorui Sun, et al.
Published: (2019-01-01) -
Strength Prediction Model for Cohesive Soil–Rock Mixture with Rock Content
by: Yang Sun, et al.
Published: (2025-01-01)