Using Experimental Models to Calibrate Numerical Models for Slope Stability and Deformation Analysis

Author:

Tiwari Binod,Tran Duc

Abstract

AbstractLandslides cause significant loss of lives and properties globally. Rainfall and earthquake are considered to be two frequent causes of landslides although there are dozens of natural or anthropogenic triggers of landslides. Experimental or numerical analyses by varying a single parameter—while keeping other triggers constant—help researchers/practitioners to understand the influence of each triggering factor on slope stability/landslides. However, experimental modeling of landslides in laboratory is exhaustive, time consuming, and expensive process. There are various experimental methods available for such modeling—ranging from centrifuge modeling to small scale 1 g models—depending on the need, available resources, and funds. With the wide availability of materials and development of better sensors/instruments, our capability to perform laboratory experiments, specifically for landslide modeling, has been much easier and accessible in recent decades. Such experiments are valuable to calibrate numerical models so that various analyses can be performed on the real-world problems. In this study, we prepared laboratory scale slopes in Plexiglas containers at varying densities and slope inclinations, and instrumented the slopes properly to measure real time suction, displacement, advancement of wetting front, and accelerations at various locations and depths within the model. The slopes were subjected to rainfall and/or earthquake shaking to evaluate the effect of rainfall and earthquakes—separately and combined—on slope stability. The experimental results were used to calibrate the numerical modeling effort so that a full spectrum of sensitivity analyses could be performed for a slope located in an expensive neighborhood of Southern California.

Publisher

Springer International Publishing

Reference5 articles.

1. Ajmera B, Tiwari B (2021) Recent advances in the methods of slope stability and deformation analyses. Understanding and reducing landslide disaster risk. WLF2020. ICL Contribution to Landslide Disaster Risk Reduction, Kyoto, pp 4, 81–108

2. Tiwari B, Ajmera B, Khalid M, Donyanavard S, Chavez R (2018) Influence of slope density on the stability and deformation of clayey slopes. Geotech Special Publ 297:293–301

3. Tiwari B, Caballero S (2015) Experimental model of rainfall induced slope failure in compacted clays. Geotech Special Publ ASCE 256:1217–1226

4. Tiwari B, Lewis A, Ferrar E (2013) Experimental simulation of rainfall and seismic effects to trigger slope failures. Geotech Special Publ ASCE 231(1):448–451

5. Tran D (2017) Effect of rainfall and seismic activities on compacted clay slopes having different void ratios and inclinations. MS thesis, California State Univ., Fullerton, California

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