The choice of soil models in the design of deep excavation in soft soils of Viet Nam

The choice of soil models in the design of deep excavation in soft soils of Viet Nam

The use of diaphragm wall to protect the depth excavation is quite common in Viet Nam. Prediction of diaphragm wall deformations is required to choose the method of construction, and also for control of process of erection of an underground construction. Currently, there are many programs to calcula...

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Main Authors: Nguyen Van-Hoa, Nikiforova Nadezhda
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201825104033
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spelling doaj-5d7db2cf58024681a67a343fd077a4332021-03-02T09:36:04ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012510403310.1051/matecconf/201825104033matecconf_ipicse2018_04033The choice of soil models in the design of deep excavation in soft soils of Viet NamNguyen Van-HoaNikiforova Nadezhda0Moscow State University of Civil EngineeringThe use of diaphragm wall to protect the depth excavation is quite common in Viet Nam. Prediction of diaphragm wall deformations is required to choose the method of construction, and also for control of process of erection of an underground construction. Currently, there are many programs to calculate the deformation of the diaphragm wall, including software Plaxis. This paper considers the choice of a computational model for soils in the Hanoi - Viet Nam region of Mohr Coulomb (MC) and Hardening Soil (HS) and comparison of the calculation results with the measured data. Such investigations were conducted first.https://doi.org/10.1051/matecconf/201825104033
collection DOAJ
language English
format Article
sources DOAJ
author Nguyen Van-Hoa
Nikiforova Nadezhda
spellingShingle Nguyen Van-Hoa
Nikiforova Nadezhda
The choice of soil models in the design of deep excavation in soft soils of Viet Nam
MATEC Web of Conferences
author_facet Nguyen Van-Hoa
Nikiforova Nadezhda
author_sort Nguyen Van-Hoa
title The choice of soil models in the design of deep excavation in soft soils of Viet Nam
title_short The choice of soil models in the design of deep excavation in soft soils of Viet Nam
title_full The choice of soil models in the design of deep excavation in soft soils of Viet Nam
title_fullStr The choice of soil models in the design of deep excavation in soft soils of Viet Nam
title_full_unstemmed The choice of soil models in the design of deep excavation in soft soils of Viet Nam
title_sort choice of soil models in the design of deep excavation in soft soils of viet nam
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The use of diaphragm wall to protect the depth excavation is quite common in Viet Nam. Prediction of diaphragm wall deformations is required to choose the method of construction, and also for control of process of erection of an underground construction. Currently, there are many programs to calculate the deformation of the diaphragm wall, including software Plaxis. This paper considers the choice of a computational model for soils in the Hanoi - Viet Nam region of Mohr Coulomb (MC) and Hardening Soil (HS) and comparison of the calculation results with the measured data. Such investigations were conducted first.
url https://doi.org/10.1051/matecconf/201825104033
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AT nguyenvanhoa choiceofsoilmodelsinthedesignofdeepexcavationinsoftsoilsofvietnam
AT nikiforovanadezhda choiceofsoilmodelsinthedesignofdeepexcavationinsoftsoilsofvietnam
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