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
Hydrogeological conditions effect on safety of underground space expansion during transport tunnel construction
2012 R. E. Dashko, P. V. Kotyukov, A. V. Shidlovskaya
Automatic interpretation technology of aerial and satellite images according to different methods of land cover for protected areas
2012 A. A. Bogolyubova
Use of hydrogeomechanical monitoring during shielding tunnel for underground station оf Saint Petersburg subway «Admiralteiskaya»
2012 Yu. A. Norvatov, I. B. Petrova, M. V. Sergutin
The calculation of accuracy of breaking the network using satellite navigation systems
2012 V. G. Potyukhlyaev