Centrifuge Model Test Study of Structuralized Cemented Slopes under Excavation Conditions-Reference-Cited by-同舟云学术

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Centrifuge Model Test Study of Structuralized Cemented Slopes under Excavation Conditions

Published:2024-03 Issue:3 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Sujia¹,Zhang Ga²^ORCID,Wang Aixia³

Affiliation:

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

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

3. Senior Engineering, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, P R China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9205

Reference35 articles.

1. Numerical analysis of pile—slope stability and the soil arching around two adjacent piles

2. Laboratory and field evaluation of several types of soil nails for different geological conditions

3. Numerical Analysis on Stabilizing Mechanism of Soil Nails in Steep Fill Slopes Subjected to Rainfall Infiltration Using a Hypoplastic Model

4. Centrifuge Model Test Study on the Mutual Effect of Water Level Variation and Excavation on the Deformation and Failure of Slopes

5. Stability analysis of two-dimensional excavated slopes considering strength anisotropy

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