Determination of critical phreatic level for landslide assessment using a scaled down laboratory model-Reference-Cited by-同舟云学术

Determination of critical phreatic level for landslide assessment using a scaled down laboratory model

Published:2020-10-20 Issue:2 Volume:16 Page:239-255
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Ramkrishnan R.¹^ORCID,Sharma Animesh²,Viswanathan Karthik³,Ravichandran D.⁴

Affiliation:

1. Department of Civil Engineering, Amrita School of Engineering, Coimbatore, Amrita Vishwa Vidyapeetham, Amrita University, India

2. Masters Student-Tunneling & Tunnel Boring Machines, Politecnico Di Torino, Turin, Italy

3. Engineer, Geosyntec Consultants Inc., Huntington Beach, CA, USA

4. Larsen and Toubro Ltd, Trivandrum, India

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2020.1836112

Reference46 articles.

1. Aryal, K. 2006. “Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods.” Doctoral Thesis, Norwegian University of Science and Technology.

2. Slope Stability Analysis Using the Unsaturated Stress Analysis. Case Study

3. Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements

4. On slope instability induced by seepage erosion

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