Isotropic compression and triaxial shear behaviors of cement- and cement-gravel-treated granite residual soil for use as subgrade filling
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference37 articles.
1. Disintegration of granite residual soils with varying degrees of weathering;Liu;Eng. Geol.,2022
2. Influences of different modifiers on the disintegration of improved granite residual soil under wet and dry cycles;Sun;Int. J. Min. Sci. Technol.,2022
3. Effects of cement treatment on mechanical properties and microstructure of a granite residual soil;Dong;Appl. Sci.,2022
4. Fundamentals of soil stabilization;Firoozi;Geo-Eng.,2017
5. Exploring the application of the MICP technique for the suppression of erosion in granite residual soil in Shantou using a rainfall erosion simulator;Wang;Acta Geotech.,2023
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1. Effect of reinforcement layer on dynamic wetting behavior and accumulative deformation of granite residual soil subgrade;Journal of Building Engineering;2024-11
2. True-triaxial strength characteristics of cement stone subjected to sulfuric acid corrosion: An experimental and theoretical study;Construction and Building Materials;2024-09
3. Water retention behavior and shear strength of artificially cemented granite residual soil subjected to free drying;Journal of Rock Mechanics and Geotechnical Engineering;2024-05
4. Influence of confining pressure on rubberised cement bound aggregate behaviour during static triaxial test;Road Materials and Pavement Design;2023-07-22
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