Hypoplastic model for simulation of deformation characteristics of Bangkok Soft Clay with different stress paths

Conference proceedings article

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Publication Details

Author list: Youwai S., Chattanjai P., Jongpradist P., Kongkitkul W.

Publication year: 2010

Issue number: 200 GSP

Start page: 160

End page: 165

Number of pages: 6

ISBN: 9780784411018

ISSN: 0895-0563

eISSN: 0895-0563

URL: https://www.scopus.com/inward/record.uri?eid=2-s2.0-77956141988&doi=10.1061%2f41101%28374%2924&partnerID=40&md5=66f53bbc182a89eb6c7abfd5cb9489f1

Languages: English-Great Britain (EN-GB)

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Abstract

This paper presents the development of hypoplastic model for simulating deformation characteristics of Bangkok Soft Clay. The results from drained triaxial tests of Bangkok Soft Clay were simulated by the new hypoplastic model with applied stress path of 0-180 degrees in p-q stress space. The proposed hypoplastic model has satisfy performance to predict the deformation characteristics of Soft Bangkok Clay. The stiffness of proposed model varied according to load and unloading condition and different applied stress path. ฉ 2010 ASCE.

Keywords

Soil deformation