Analysis of Deformation Formation Causes and Reinforcement Disposal Effects in Deep Excavated Expansive Soil Canal Slope: Case Study-Reference-Cited by-同舟云学术

Analysis of Deformation Formation Causes and Reinforcement Disposal Effects in Deep Excavated Expansive Soil Canal Slope: Case Study

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hu Jiang¹,Ma Fuheng¹,Li Xing²^ORCID

Affiliation:

1. Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, No. 225, Guangzhou Rd., Nanjing 210029, P.R. China.

2. Postdoctor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, No. 225, Guangzhou Rd., Nanjing 210029, P.R. China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8265

Reference39 articles.

1. A warning system for rainfall-induced shallow failures

2. Banerjee, A., A. J. Puppala, S. S. Congress, S. Chakraborty, and A. Pedarla. 2021. “Recent advancements in predicting the behaviour of unsaturated and expansive soils.” In Indian Geotechnical Conf. 2019, edited by S. Patel, C. H. Solanki, K. R. Reddy, and S. K. Shukla, 1–21. Singapore: Springer.

3. Bao, C., and C. Ng. 2020. “Some thoughts and studies on the prediction of slope stability in expansive soils.” In Unsaturated soils for Asia, edited by H. Raharjdo, 15–31. Boca Raton, FL: CRC Press.

4. Stability of expansive soil slopes reinforced with anchor cables based on rotational-translational mechanisms

5. Cheng, Z., J. Ding, X. Rao, Y. Cheng, and H. Xu. 2013. “Physical model tests of expansive soil slope.” In Geo-Congress 2013: Stability and Performance of Slopes and Embankments III, Geotechnical Special Publication 231, edited by C. Meehan, D. Pradel, M. A. Pando, and J. F. Labuz, 731–740. Reston, VA: ASCE.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China;Bulletin of Engineering Geology and the Environment;2024-07-25