Mathematical Model of Landslides with Curved Sliding Plane Using Fracture Criterion (τ-σ) of Solid Soil-Rock System

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Ikah Ning Prasetiowati Permanasari, Lilik Hendrajaya, Gunawan Handayani

2022 Science and Technology Indonesia Vol. 7 Issue 1 Article Cited by 1 SDG 11 Quartile

Abstract

Alluvial cliff with high slope and step has been known to cause curving sliding plane. This phenomenon is adopted as a knowledge, but it has never been studied theoretically. In this paper, mathematics derivation phenomenon is proposed using special model of fracture criterion τ-σ. The quantity of τ is Aσ12 with A is a friction coefficient of stress σ12 . The failure model was substituted to the corresponding Mohr circle resulting the expected curve. The curve was used to measure the observed field profile to obtain the friction coefficient A. © 2022, Research Center of Inorganic Materials and Coordination Complexes, FMIPA Universitas Sriwijaya. All rights reserved.

Affiliations

Departemen of Physics, Institut Teknologi Sumatera, Lampung, 35365, Indonesia; Departemen of Physics, Institut Teknologi Bandung, Bandung, 40132, Indonesia

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