Numerical modeling of deep excavation structures behavior during construction
About authors
- 1 — National Mineral Resources University (Mining University)
- 2 — National Mineral Resources University (Mining University)
- 3 — Jet Technology and Construction ltd
Abstract
Numerical modeling of deep excavation construction is done in plane strain condition. The influence of boundary condition, contact condition between soil and structures, constrain of cantilever wall, thickness of the wall and anchors on the strain condition of the soil is found.
References
- Улицкий В.М. Геотехническое сопровождение развития городов / В.М.Улицкий, А.Г.Шашкин, К.Г.Шашкин. СПб. 2010.
- Попов М.Г. Численное моделирование деформирования грунтового массива при сооружении насосной камеры под защитой буросекущих свай / М.Г.Попов, С.В.Степаненко // Освоение минеральных ресурсов Севера: проблемы и решения: Тр.10-й Междунар. науч.-практич. конф. Воркута, 2012. Том 1.
Similar articles
Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior
2012 A. G. Protosenya, V. I. Semenov, I. K. Suprun
Development of the composition and technology for industrial production of an emulsifier used in oil рroduction for inverse water-in-oil emulsions
2012 N. K. Kondrasheva, M. K. Rogachev
Automatic interpretation technology of aerial and satellite images according to different methods of land cover for protected areas
2012 A. A. Bogolyubova