A soil model considering principal stress rotations

Yunming Yang; Zhe Wang; Hai Sui Yu

A soil model considering principal stress rotations

Yunming Yang, Zhe Wang, Hai Sui Yu

Department of Civil Engineering

Research output: Chapter in Book/Conference proceeding › Conference contribution › peer-review

1 Citation (Scopus)

Abstract

This paper presents an elastoplastic soil model considering the principal stress rotation (PSR). The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept.The impact of the stress rate generating the PSR is treated independently, and is added to the base kinematic hardening model. The significance of independent treatment of the PSR stress rate in the soil model is demonstrated through comparing the simulations of soil stress-strain responses by using the base soil model and the modified model in the paper. Various test results in different sands under both drained and undrained conditions are simulated. The paper also discusses the simulations of sand responses under multiple PSRs.

Original language	English
Title of host publication	Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
Publisher	Taylor and Francis - Balkema
Pages	1319-1324
Number of pages	6
ISBN (Print)	9781138026889
Publication status	Published - 2014
Event	8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014 - Delft, Netherlands Duration: 18 Jun 2014 → 20 Jun 2014

Publication series

Name	Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
Volume	2

Conference

Conference	8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
Country/Territory	Netherlands
City	Delft
Period	18/06/14 → 20/06/14

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

Cite this

Yang, Y., Wang, Z., & Yu, H. S. (2014). A soil model considering principal stress rotations. In Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014 (pp. 1319-1324). (Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014; Vol. 2). Taylor and Francis - Balkema.

Yang, Yunming ; Wang, Zhe ; Yu, Hai Sui. / A soil model considering principal stress rotations. Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014. Taylor and Francis - Balkema, 2014. pp. 1319-1324 (Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014).

@inproceedings{fe8cae4f1d80409a852d443c43558e48,

title = "A soil model considering principal stress rotations",

abstract = "This paper presents an elastoplastic soil model considering the principal stress rotation (PSR). The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept.The impact of the stress rate generating the PSR is treated independently, and is added to the base kinematic hardening model. The significance of independent treatment of the PSR stress rate in the soil model is demonstrated through comparing the simulations of soil stress-strain responses by using the base soil model and the modified model in the paper. Various test results in different sands under both drained and undrained conditions are simulated. The paper also discusses the simulations of sand responses under multiple PSRs.",

author = "Yunming Yang and Zhe Wang and Yu, {Hai Sui}",

note = "Copyright: Copyright 2019 Elsevier B.V., All rights reserved.; 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014 ; Conference date: 18-06-2014 Through 20-06-2014",

year = "2014",

language = "English",

isbn = "9781138026889",

series = "Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014",

publisher = "Taylor and Francis - Balkema",

pages = "1319--1324",

booktitle = "Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014",

}

Yang, Y, Wang, Z & Yu, HS 2014, A soil model considering principal stress rotations. in Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014. Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014, vol. 2, Taylor and Francis - Balkema, pp. 1319-1324, 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014, Delft, Netherlands, 18/06/14.

A soil model considering principal stress rotations. / Yang, Yunming; Wang, Zhe; Yu, Hai Sui.
Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014. Taylor and Francis - Balkema, 2014. p. 1319-1324 (Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014; Vol. 2).

Research output: Chapter in Book/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - A soil model considering principal stress rotations

AU - Yang, Yunming

AU - Wang, Zhe

AU - Yu, Hai Sui

PY - 2014

Y1 - 2014

N2 - This paper presents an elastoplastic soil model considering the principal stress rotation (PSR). The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept.The impact of the stress rate generating the PSR is treated independently, and is added to the base kinematic hardening model. The significance of independent treatment of the PSR stress rate in the soil model is demonstrated through comparing the simulations of soil stress-strain responses by using the base soil model and the modified model in the paper. Various test results in different sands under both drained and undrained conditions are simulated. The paper also discusses the simulations of sand responses under multiple PSRs.

AB - This paper presents an elastoplastic soil model considering the principal stress rotation (PSR). The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept.The impact of the stress rate generating the PSR is treated independently, and is added to the base kinematic hardening model. The significance of independent treatment of the PSR stress rate in the soil model is demonstrated through comparing the simulations of soil stress-strain responses by using the base soil model and the modified model in the paper. Various test results in different sands under both drained and undrained conditions are simulated. The paper also discusses the simulations of sand responses under multiple PSRs.

UR - http://www.scopus.com/inward/record.url?scp=84902315197&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84902315197

SN - 9781138026889

T3 - Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014

SP - 1319

EP - 1324

BT - Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014

PB - Taylor and Francis - Balkema

T2 - 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014

Y2 - 18 June 2014 through 20 June 2014

ER -

Yang Y, Wang Z, Yu HS. A soil model considering principal stress rotations. In Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014. Taylor and Francis - Balkema. 2014. p. 1319-1324. (Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014).

A soil model considering principal stress rotations

Abstract

Publication series

Conference

ASJC Scopus subject areas

Other files and links

Fingerprint

Cite this