Research of influence of the earth’s subsidence outside the loads contour on the stability of the height position of the points of local leveling networks
The influence of static loadings of the foundations of structures in the process of soil compaction of the base on the subsidence of the soil surface and the bench outside the loaded contour is considered in the work. The studies were performed on models of rectangular massive foundations using the...
Main Authors: | Myroslav Dutchyn, Tetyana Grytsyuk, Iryna Bida, Liubov Dorosh, Rostyslav Pylypyuk, Mariya Nychvyd |
---|---|
Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2020-10-01
|
Series: | Geodesy and Cartography |
Subjects: | |
Online Access: | https://www.mla.vgtu.lt/index.php/GAC/article/view/11310 |
Similar Items
-
Soil stabilization and foundation restoration using an expandable polyurethane resin
by: Mohanad Muayad Sabri, et al.
Published: (2018-10-01) -
MATHEMATICAL MODELING OF CONSOLIDATION OF SUBSIDENCE LOESS SOILS OF THE NORTH CAUCASUS BY DEEP EXPLOSIONS
by: Elena O. Tarasenko, et al.
Published: (2019-11-01) -
Study on effect of laboratory roller compaction on unconfined compressive strength of lime treated soils
by: Sureka Nagesh, et al.
Published: (2021-08-01) -
Validation of the vibrating hammer for soil compaction control
by: Lange, Desmond Peter
Published: (2012) -
Analysis And Prediction Of Compaction Characteristics Of Soils - An Integrated Approach
by: Manoj, M
Published: (2013)