Centrifuge Modeling of Drying–Wetting Cycle Effect on Soil Slopes-Reference-Cited by-同舟云学术

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Centrifuge Modeling of Drying–Wetting Cycle Effect on Soil Slopes

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Luo Fangyue¹,Zhang Ga²^ORCID,Ma Changhui³

Affiliation:

1. Ph.D. Student, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing, 100084, PR China.

2. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, PR China (corresponding author). ORCID: .

3. Senior Engineer, Central South Architecture Design Institute, Wuhan, 430071, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8737

Reference41 articles.

1. Centrifuge model test on unsaturated expansive soil slopes with cyclic wetting–drying and inundation at the slope toe;Chen T.;Int. J. Civ. Eng.,2018

2. Effects of freeze-thaw cycle and dry-wet alternation on slope stability;Chou Y.;Sci. Cold Arid Reg.,2019

3. Effect of wetting and drying cycles on the durability of bio-cemented soil of expressway slope

4. Reliability analysis of slope stability considering temporal variations of rock mass properties;Gu X.;CMC-Comput. Mater. Continua,2020

5. Slope stability problem and bio-engineering approach on slope protection: Case study of Cox’s Bazar area, Bangladesh;Islam M. S.;Geotech. Eng.,2019

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