Effect of a less permeable stronger soil layer on the stability of non-homogeneous unsaturated slopes

Author:

Dey Nabarun,Sengupta Aniruddha

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference41 articles.

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2. Lagmay A M F, Ong J B T, Fernandez D F D, Lapus M R, Rodolfo R S, Tengonciang A M P, Soria J L A, Baliatan E G, Quimba Z L, Uichanco E, Paguican A. Scientists investigate recent Philippine landslide. American Geophysical Union, 2006, 87(12): 121–128

3. Dey N, Sengupta A. Effect of rainfall on the triggering of the devastating slope failure at Malin, India. Natural Hazards, 2018, 94(3): 1391–1413

4. Schuster R L, Salcedo D A, Valenzuela L. Overview of catastrophic landslides of South America in the twentieth century. Reviews in Engineering Geology, 2002, 15: 1–34

5. Van Sint Jan M, Talloni P. Sediment flow 18 June 1991 in Antofagasta: La Serena, Chile. In: The Third Chilean Congress of Geotechnical Engineering. 1993, 1: 247–265

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