Rainfall-induced deformation on unsaturated collapsible soils

Hamed Moghaddasi*, Ashraf Osman, David Toll, Nasser Khalili

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution book

Abstract

The stability of transportation infrastructure can be affected by seasonal rainfall infiltrated adjacent excavations and natural slopes. The paper investigates the rainfall-induced deformation of an anchored excavation constructed in unsaturated soils. An advanced constitutive model based on the theory of bounding surface plasticity is employed to predict the behaviour of partially saturated soils. The collapse characteristics of unsaturated soils due to wetting are captured in the model by introducing a suction-dependent hardening law. The proposed model has been implemented in a finite difference code with a two-phase flow and deformation formulation. In the numerical algorithms, the validity of the effective stress principle in unsaturated soils is emphasized and the coupling between various phases of porous media has been considered. The problem of an anchored excavation subjected to rainfall is then simulated with the implemented model. The lateral deformation of the supported excavation during the infiltration of water into unsaturated collapsible soils is obtained and compared with the case where the plastic collapse is prevented. Finally, the effect of anchors on minimizing and changing the mode of the deformation is explored.

Original languageEnglish
Title of host publicationAdvances in Transportation Geotechnics IV
EditorsErol Tutumluer, Soheil Nazarian, Imad Al-Qadi, Issam I.A. Qamhia
Place of PublicationCham, Switzerland
PublisherSpringer
Pages447-456
Number of pages10
ISBN (Electronic)9783030772383
ISBN (Print)9783030772376, 9783030772406
DOIs
Publication statusPublished - 17 Sept 2021
Event4th International Conference on Transportation Geotechnics, ICTG 2021 - Chicago, United States
Duration: 23 May 202126 May 2021

Publication series

NameLecture Notes in Civil Engineering
Volume166
ISSN (Print)2366-2557
ISSN (Electronic)2366-2565

Conference

Conference4th International Conference on Transportation Geotechnics, ICTG 2021
Country/TerritoryUnited States
CityChicago
Period23/05/2126/05/21

Keywords

  • constitutive model
  • rainfall
  • unsaturated soils

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