A soil model considering principal stress rotations

Yunming Yang; Hai Sui Yu

A soil model considering principal stress rotations

Department of Civil Engineering

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

Abstract

This paper presents an elastoplastic soil model considering the principal stress rotation (PSR), which occurs in many geotechnical engineering problems such as in offshore foundations under wave loading. The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept. The significance of including the PSR in soil models is presented. The model can consider the PSRs under multiple directions, and features relatively simple formulations and easy numerical implementations. Model predictions under one and multiple PSRs are compared, and the latter leads to a larger damage to soils than the former.

Original language	English
Title of host publication	Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013
Pages	722-727
Number of pages	6
Publication status	Published - 2013
Event	23rd International Offshore and Polar Engineering Conference, ISOPE 2013 - Anchorage, AK, United States Duration: 30 Jun 2013 → 5 Jul 2013

Publication series

Name	Proceedings of the International Offshore and Polar Engineering Conference
ISSN (Print)	1098-6189
ISSN (Electronic)	1555-1792

Conference

Conference	23rd International Offshore and Polar Engineering Conference, ISOPE 2013
Country/Territory	United States
City	Anchorage, AK
Period	30/06/13 → 5/07/13

Keywords

Elastoplastic constitutive models
Liquefaction
Non-coaxiality
Principal stress rotation
Soil

ASJC Scopus subject areas

Energy Engineering and Power Technology
Ocean Engineering
Mechanical Engineering

Cite this

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

abstract = "This paper presents an elastoplastic soil model considering the principal stress rotation (PSR), which occurs in many geotechnical engineering problems such as in offshore foundations under wave loading. The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept. The significance of including the PSR in soil models is presented. The model can consider the PSRs under multiple directions, and features relatively simple formulations and easy numerical implementations. Model predictions under one and multiple PSRs are compared, and the latter leads to a larger damage to soils than the former.",

keywords = "Elastoplastic constitutive models, Liquefaction, Non-coaxiality, Principal stress rotation, Soil",

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

year = "2013",

language = "English",

isbn = "9781880653999",

series = "Proceedings of the International Offshore and Polar Engineering Conference",

pages = "722--727",

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Yang, Y & Yu, HS 2013, A soil model considering principal stress rotations. in Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013. Proceedings of the International Offshore and Polar Engineering Conference, pp. 722-727, 23rd International Offshore and Polar Engineering Conference, ISOPE 2013, Anchorage, AK, United States, 30/06/13.

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T1 - A soil model considering principal stress rotations

AU - Yang, Yunming

AU - Yu, Hai Sui

PY - 2013

Y1 - 2013

N2 - This paper presents an elastoplastic soil model considering the principal stress rotation (PSR), which occurs in many geotechnical engineering problems such as in offshore foundations under wave loading. The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept. The significance of including the PSR in soil models is presented. The model can consider the PSRs under multiple directions, and features relatively simple formulations and easy numerical implementations. Model predictions under one and multiple PSRs are compared, and the latter leads to a larger damage to soils than the former.

AB - This paper presents an elastoplastic soil model considering the principal stress rotation (PSR), which occurs in many geotechnical engineering problems such as in offshore foundations under wave loading. The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept. The significance of including the PSR in soil models is presented. The model can consider the PSRs under multiple directions, and features relatively simple formulations and easy numerical implementations. Model predictions under one and multiple PSRs are compared, and the latter leads to a larger damage to soils than the former.

KW - Elastoplastic constitutive models

KW - Liquefaction

KW - Non-coaxiality

KW - Principal stress rotation

KW - Soil

UR - http://www.scopus.com/inward/record.url?scp=84883672478&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84883672478

SN - 9781880653999

T3 - Proceedings of the International Offshore and Polar Engineering Conference

SP - 722

EP - 727

BT - Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013

T2 - 23rd International Offshore and Polar Engineering Conference, ISOPE 2013

Y2 - 30 June 2013 through 5 July 2013

ER -

A soil model considering principal stress rotations

Abstract

Publication series

Conference

Keywords

ASJC Scopus subject areas

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