Mechanical response of Q2 loess stratum surrounding a hydraulic tunnel under dry-wet cycles-Reference-Cited by-同舟云学术

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Mechanical response of Q2 loess stratum surrounding a hydraulic tunnel under dry-wet cycles

Published:2024-08 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Peng Sen,Zhu Caihui^ORCID,Zhai Letian,Xu Haoding,Li Yubo,Deng Guohua,Ge Miaomiao,Liu Yuan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference26 articles.

1. Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography;An;J. Rock Mech. Geotech. Eng.,2022

2. Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying;Abbas;J. Rock Mech. Geotech. Eng.,2023

3. Multiscale analysis of the strength deterioration of loess under the action of drying and wetting cycles;Bai;Adv. Mater. Sci. Eng.,2021

4. Hydraulic path dependence of shear strength for compacted loess;Chen;J. Rock Mech. Geotech. Eng.,2023

5. Experimental study on the effect of freeze-thaw cycles on the shear characteristics of frozen soil-composite geotextile interface;He;Case Stud. Therm. Eng.,2024

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