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The results of the deformation characteristics of reinforced soil foundation express method

UDK: 624.135.5

V.I. Kleveko, D.A. Komarov

Most of the city of Perm has a complex geological condition and is composed of soft soils, which do not allow construction without the use of special measures. One way to improve the properties of soil is different soil reinforcement geosynthetics. The development of technology in the chemical industry in recent years, the market appears a large number of new geosynthetics. This requires research aimed at understanding the work of the new geosynthetic materials in the construction of embankments and their interaction with the ground. The purpose of the test is to study the possibility of using the device "Measuring the dynamic elastic modulus of soil DPG-1.2" to determine static modulus Est and dynamic elasticity modulus Ed, as well as determining the impact of soil reinforcement geosynthetics to change the static modulus of elasticity Est and dynamic elasticity modulus Ed. The reinforcement geosynthetic material has been used wireframe mesh KC-16 production of JSC «Krasnokamsk Metal Mesh Works».

Файл: В.И. Клевеко, Д.А. Комаров.pdf, 9 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №6: По материалам VIII Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть I ,июнь, 2016)


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