Test of ground embankment model with the use of geosynthetic elements of reinforcement to static external load

ICG 11 - 2018 Seoul Korea
2018
Rauan Lukpanov, Serik Yenkebayev, Zhanagul Zhaksybekova, Zhanbolat Shakhmov
South Korea
IGS Conferences
embankment, geosynthetics, static loading

The article presents the results of trough (model) tests of a soil embankment subject to static loading. Within the framework of the work program, two models of a soil embankment were subjected to static tests: without reinforcement elements and using reinforcement elements from geosynthetic material. The test results are presented in graphical and tabular form. A qualitative and quantitative analysis of the load-fall curve was carried out.