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Author:

Qian, H. (Qian, H..) | Xu, C. (Xu, C..) | Wu, W. (Wu, W..) | Du, X. (Du, X..)

Indexed by:

EI Scopus SCIE

Abstract:

We propose a hypoplastic model to capture the short-term and long-term creep behavior of granular material by incorporating grain breakage and wetting effect. In the proposed model, the variable critical state line is adopted to assess the effect of grain breakage on the strength and deformation. In addition, a piecewise degradation law for the creep deformation is adopted to evaluate the wetting effect. The proposed model is verified by predicting a series of laboratory tests. © 2024 Elsevier Ltd

Keyword:

Granular material Grain breakage Wetting effect Critical state Hypoplastic model

Author Community:

  • [ 1 ] [Qian H.]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Qian H.]Institut für Geotechnik, Universität für Bodenkultur Wien, Feistmantelstrasse 4, Vienna, A-1180, Austria
  • [ 3 ] [Xu C.]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Wu W.]Institut für Geotechnik, Universität für Bodenkultur Wien, Feistmantelstrasse 4, Vienna, A-1180, Austria
  • [ 5 ] [Du X.]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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Source :

Computers and Geotechnics

ISSN: 0266-352X

Year: 2024

Volume: 171

5 . 3 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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