Expansion of SYS cam-clay model for simulation of mechanical behavior of cement-treated soils

Shotaro Yamada; Masaki Nakano

Expansion of SYS cam-clay model for simulation of mechanical behavior of cement-treated soils

Shotaro Yamada, Masaki Nakano

ENG - Civil and Environmental Engineering

Nagoya University

Research output: Contribution to conference › Paper › peer-review

Abstract

Asaoka et al. (2002) proposed an elasto-plastic constitutive model, the SYS Cam-clay model, based on the soil skeleton structure concept as a constitutive equation which can reproduce the mechanical behavior of naturally deposited clays. This paper expanded the model to describe the mechanical behavior of cement-treated soils based on element experiments and demonstrated high reproduction capability of the proposed model.

Original language	English
Pages	993-996
Number of pages	4
Publication status	Published - 2017
Event	19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017 - Seoul, Korea, Republic of Duration: 2017 Sept 17 → 2017 Sept 22

Conference

Conference	19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017
Country/Territory	Korea, Republic of
City	Seoul
Period	17/9/17 → 17/9/22

Keywords

Cement-treated soil
Elasto-plastic constitutive model
Modified stress

Cite this

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title = "Expansion of SYS cam-clay model for simulation of mechanical behavior of cement-treated soils",

abstract = "Asaoka et al. (2002) proposed an elasto-plastic constitutive model, the SYS Cam-clay model, based on the soil skeleton structure concept as a constitutive equation which can reproduce the mechanical behavior of naturally deposited clays. This paper expanded the model to describe the mechanical behavior of cement-treated soils based on element experiments and demonstrated high reproduction capability of the proposed model.",

keywords = "Cement-treated soil, Elasto-plastic constitutive model, Modified stress",

author = "Shotaro Yamada and Masaki Nakano",

note = "Funding Information: The authors deeply appreciate Prof. Toshihiro Noda of Nagoya University for his support in the present study. This study was also supported by JSPS KEKENHI Grant Number JP16H04408. Publisher Copyright: {\textcopyright} 2017 19th ICSMGE Secretariat. All rights reserved.; 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017 ; Conference date: 17-09-2017 Through 22-09-2017",

year = "2017",

language = "English",

pages = "993--996",

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TY - CONF

T1 - Expansion of SYS cam-clay model for simulation of mechanical behavior of cement-treated soils

AU - Yamada, Shotaro

AU - Nakano, Masaki

N1 - Funding Information: The authors deeply appreciate Prof. Toshihiro Noda of Nagoya University for his support in the present study. This study was also supported by JSPS KEKENHI Grant Number JP16H04408. Publisher Copyright: © 2017 19th ICSMGE Secretariat. All rights reserved.

PY - 2017

Y1 - 2017

N2 - Asaoka et al. (2002) proposed an elasto-plastic constitutive model, the SYS Cam-clay model, based on the soil skeleton structure concept as a constitutive equation which can reproduce the mechanical behavior of naturally deposited clays. This paper expanded the model to describe the mechanical behavior of cement-treated soils based on element experiments and demonstrated high reproduction capability of the proposed model.

AB - Asaoka et al. (2002) proposed an elasto-plastic constitutive model, the SYS Cam-clay model, based on the soil skeleton structure concept as a constitutive equation which can reproduce the mechanical behavior of naturally deposited clays. This paper expanded the model to describe the mechanical behavior of cement-treated soils based on element experiments and demonstrated high reproduction capability of the proposed model.

KW - Cement-treated soil

KW - Elasto-plastic constitutive model

KW - Modified stress

UR - http://www.scopus.com/inward/record.url?scp=85045462698&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85045462698&partnerID=8YFLogxK

M3 - Paper

AN - SCOPUS:85045462698

SP - 993

EP - 996

T2 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017

Y2 - 17 September 2017 through 22 September 2017

ER -

Expansion of SYS cam-clay model for simulation of mechanical behavior of cement-treated soils

Abstract

Conference

Keywords

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