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2024 | OriginalPaper | Buchkapitel

A Modified Critical State Model and Its Application in Haikou Red Clay

verfasst von : Xiaowen Wang, Bohan Wu, Kai Cui, Ran Yuan

Erschienen in: Natural Geo-Disasters and Resiliency

Verlag: Springer Nature Singapore

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Abstract

In order to predict the mechanical responses of Haikou red clay under over-consolidation and cyclic loading conditions, this paper adopts a unified critical state model considering the over-consolidation and cyclic behaviour (i.e. CASM-kII) for the constitutive modelling. Although the CASM-kII can reasonably characterize the isotropic and hardening behaviours of soils, the dilatancy law of original CASM-kII is modified in this paper to achieve a better agreement with stress-dilatancy relation observed in laboratory test. Through the comparisons of a series of experiment data and simulated results, it is found that the modified CASM-kII can accurately characterize the over-consolidate and cyclic responses of Haikou red clay under different loading conditions.

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Metadaten
Titel
A Modified Critical State Model and Its Application in Haikou Red Clay
verfasst von
Xiaowen Wang
Bohan Wu
Kai Cui
Ran Yuan
Copyright-Jahr
2024
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-9223-2_35