INVESTIGATION OF DYNAMIC SOIL STABILITY AT THE SEISMIC INFLUENCES
Rubrics: SEISMIC RESISTANT CONSTRUCTION
Authors:
1.
Moscow State University of Civil Engineering
(Ph.D.)
employee
Moskva, Moscow, Russian Federation
employee
Moskva, Moscow, Russian Federation
2.
Russian Federation
Type:
Article
Pages:
from 70
to 72
Status:
Published
Received:
02.06.2016
Accepted:
02.06.2016
Published:
02.06.2016
Language:
Russian
Keywords:
dynamic strength, liquefaction, cyclic loading, seismic
action, triaxial tests.
Abstract (English):
This paper presents the main stages of the analysis of dynamic stability of foundation soils buildings and structures increased responsibility in difficult engineering-geological conditions. The article contains a brief theoretical background used methodology for assessing the dynamic stability. The results of the special laboratory tests of soils in triaxial compression devices under dynamic loads caused by seismic action performed in the scientific and educational center «Geotechnics» MSUCE.
This paper presents the main stages of the analysis of dynamic stability of foundation soils buildings and structures increased responsibility in difficult engineering-geological conditions. The article contains a brief theoretical background used methodology for assessing the dynamic stability. The results of the special laboratory tests of soils in triaxial compression devices under dynamic loads caused by seismic action performed in the scientific and educational center «Geotechnics» MSUCE.
Keywords:
dynamic strength, liquefaction, cyclic loading, seismic action, triaxial tests.
dynamic strength, liquefaction, cyclic loading, seismic action, triaxial tests.
