Optimization of parameters of the bearing structures of deep excavations with minimization of environmental impacts-Reference-Cited by-同舟云学术

Optimization of parameters of the bearing structures of deep excavations with minimization of environmental impacts

Published:2019 Issue: Volume:110 Page:01002
ISSN:2267-1242
Container-title:E3S Web of Conferences
language:
Short-container-title:E3S Web Conf.

Author:

Morozovskiy Pavel,Babanina Anna,Ziiaeva Kristina,Shulzhenko Sergey

Abstract

The aim of the project is optimizing the parameters of deep foundation pits in order to improve their technical efficiency and economic feasibility, and development of an optimization algorithm. The analysis is carried out using the program complex PLAXIS 2D 2011. The article considers a model of the foundation pits to a depth of 5-20 m with various settings of attachment. To study the work of the soil body, the Mohr- Coulomb model is used as the simplest and strengthening soil with a small strain as the most reliable.

Publisher

EDP Sciences

Link

https://www.e3s-conferences.org/10.1051/e3sconf/201911001002/pdf

Reference18 articles.

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3. Shanz T., Vermeer P. A., Bonnier P. G., The hardening soil model: Formulation and verification. Beyond 2000 in Computational Geotechnics – 10 years of Plaxis

4. Slivets K. V., Opredeleniye vnutrennikh parametrov modeli Hardening Soil Model [Definition of the internal parameters of Hardening Soil Model]. Geotekhnika, 6 (2010)

5. Fadeyev A. B., Parameters of Hardening Soil Model realised in program PLAXIS (in Russian) (Saint-Petersburg, SPbGASU. 2012)

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