Mechanical properties of granite residual soil remolded within a wide suction range
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Mechanical properties of granite residual soil remolded within a wide suction range
“The research progress in reshaping the strength characteristics of residual granite soil was introduced. Experts conducted triaxial shear tests on unsaturated soils with different net confining pressures, providing a new method for predicting soil strength.”
Journal of Civil and Environmental EngineeringPages: 1-9(2026)
作者机构:
1.桂林理工大学 广西岩土力学与工程重点实验室,广西 桂林 541004
2.福建省建筑科学研究院有限责任公司 福建省建研工程检测有限公司,福州350100
作者简介:
brief: ZHAO Longchao (2000-),main research interest: mechanical properties of unsaturated soil, E-mail: 1448846533@qq.com.
ZHAO Longchao,YU Haihao,YU Mengze,et al.Mechanical properties of granite residual soil remolded within a wide suction range[J].Journal of Civil and Environmental Engineering,
ZHAO Longchao,YU Haihao,YU Mengze,et al.Mechanical properties of granite residual soil remolded within a wide suction range[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.126.
Mechanical properties of granite residual soil remolded within a wide suction range