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گواهی نمایه سازی مقاله Studying the Effect of Using Geocell in Increasing the BearingCapacity of Shallow Foundation Near Slope

عنوان مقاله: Studying the Effect of Using Geocell in Increasing the BearingCapacity of Shallow Foundation Near Slope
شناسه (COI) مقاله: NCUD04_320
منتشر شده در اولین همایش بین المللی و چهارمین همایش ملی عمران شهری در سال ۱۳۹۲
مشخصات نویسندگان مقاله:

Shahab Shahab - M.Sc Student of Civil Engineering- Geotechnic Branch, Islamic Azad University of Zanjan
Masood Amelsakhi - Assistant Professor of Civil Engineering Department, Urmia University

خلاصه مقاله:
Using different types of geosynthetics is a suitable method for the reinforcement of soft soils and decreasing the diameter and depth of foundation. Different types of geosynthetics such as geotextile, geogrid and geocell are suitable for soil reinforcement. Geocell has a 3 dimentional honey-comb structure and by providing lateral confinement for soil, decreases the lateral deformation of soil. It also dispenses the forces to a larger area by providing a stiff mattress and it leads to an increase in bearing capacity of foundation and a decrease in the foundation settlement. In this paper, the effect of usinggeocell in increasing the bearing capacity of foundations near slope in soft soils has been studied and a great increase in bearing capacity has been observed. In this paper, plaxis 2D software has been used for finite element analysis.

کلمات کلیدی:
reinforcement, geosynthetics, geocell, bearing capacity, lateralconfinement

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-NCUD04-NCUD04_320.html