EFFECT OF SOIL CONSTITUTIVE MODELS ON NUMERICAL MODELING OF CANTILEVER RETAINING WALL

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

HASANPORI NOTASH NAVID; HAVVAEI ARASH; DABIRI ROUZBEH

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF NEW APPROACHES IN CIVIL ENGINEERING Year:2018 | Volume:1 | Issue:2 Page(s): 1-13

Download Full-Text

Persian Verion

View:

762

Download:

Cites:

Information Journal Paper

Title

EFFECT OF SOIL CONSTITUTIVE MODELS ON NUMERICAL MODELING OF CANTILEVER RETAINING WALL

Author(s)

HASANPORI NOTASH NAVID | HAVVAEI ARASH | DABIRI ROUZBEH | Issue Writer Certificate

Keywords

NUMERICAL MODELING

CANTILEVER RETAINING WALL

SOIL CONSTITUTIVE MODEL

Abstract

In the present study static response of CANTILEVER RETAINING WALLs have been investigated by consideration of various SOIL CONSTITUTIVE MODELs by means of finite element method with using PLAXIS 2-D software. Simulations have been performed at heights of 3, 6, and 9 meters retaining walls with considering two types of soils (cohesive and cohesionless) as backfill material. In this study, analysis have been conducted for two kinds of cohesionless backfill (loose and dense sand in dry condition) and at both conditions, saturated and unsaturated, for cohesive backfill. Analysis have been carried out by using three constitutive behavioral methods: Mohr-Coulomb (MC), Hardening-Soil (HS) and Hardening soil model with Small-Strain stiffness (HSS) for cohesionless backfill and additional method, Soft Soil model (SS), for cohesive backfill. The results show that, for cohesionless and cohesive backfill materials the lateral forces acting on the retaining wall are underestimated by the MC and SS constitutive models, respectively.

Cites

No record.

References

No record.

Cite

APA: Copy

HASANPORI NOTASH, NAVID, HAVVAEI, ARASH, & DABIRI, ROUZBEH. (2018). EFFECT OF SOIL CONSTITUTIVE MODELS ON NUMERICAL MODELING OF CANTILEVER RETAINING WALL. JOURNAL OF NEW APPROACHES IN CIVIL ENGINEERING, 1(2 ), 1-13. SID. https://sid.ir/paper/266211/en

Vancouver: Copy

HASANPORI NOTASH NAVID, HAVVAEI ARASH, DABIRI ROUZBEH. EFFECT OF SOIL CONSTITUTIVE MODELS ON NUMERICAL MODELING OF CANTILEVER RETAINING WALL. JOURNAL OF NEW APPROACHES IN CIVIL ENGINEERING[Internet]. 2018;1(2 ):1-13. Available from: https://sid.ir/paper/266211/en

IEEE: Copy

NAVID HASANPORI NOTASH, ARASH HAVVAEI, and ROUZBEH DABIRI, “EFFECT OF SOIL CONSTITUTIVE MODELS ON NUMERICAL MODELING OF CANTILEVER RETAINING WALL,” JOURNAL OF NEW APPROACHES IN CIVIL ENGINEERING, vol. 1, no. 2 , pp. 1–13, 2018, [Online]. Available: https://sid.ir/paper/266211/en

Related Journal Papers