BEHAVIOR OF GEOGRID-PILE FOUNDATION SYSTEM IN LOOSE SANDY SOILS UNDER HALABJAH EARTHQUAKE

Autor:	Asma Thamir Ibraheem, Athraa A. Al Ghanim, Qassun S. Mohammed Shafiqu
Rok vydání:	2019
Předmět:	Environmental Engineering Settlement (structural) Foundation (engineering) Soil Science Building and Construction Geotechnical Engineering and Engineering Geology Geogrid Pore water pressure Soil water Bending moment Earthquake shaking table Geotechnical engineering Pile Geology
Zdroj:	International Journal of GEOMATE. 17
ISSN:	2186-2990 2186-2982
Popis:	Due to the increase in seismic activity in Iraq recently and the need to reduce the damage to the foundations, this research has been carried out in order to study the response of the pile foundation reinforced by geogrid in loose sandy soils. Because of the paucity of information linking the pile foundations with geogrid, the geogrid used in this research to reinforce the loose sandy soil under earthquake loading. Three types of geogrid are used in loose sand under the influence of the largest wave of earthquakes hit the regions of Iraq zones known Halabjah earthquake. Results predict the impact of treatment on the piles, and to study the settlement, horizontal displacements and bending moment of the piles, as well as the accelerations and pore water pressure of the soil. It was concluded that adding geogrid to the pile foundation would be reduced settlement, horizontal displacement, tip load and bending moment of the pile.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::8373321c003a9e3034bbe739fd4295b9 https://doi.org/10.21660/2019.64.47176 Zobrazit plný text záznamu