Bearing capacity of rigid shallow footing on geogrid-reinforced fine sand—experimental modeling

Author:

Abu El-Soud Sameh,Belal Adel M.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference28 articles.

1. Abu-Farsakh, M., Chen, Q., Yoon, S. (2008). Use of reinforced soil foundation (RSF) to support shallow foundation Final Report. Louisiana Transportation Research Center (LTRC), Louisiana Department of Transportation and Development (LADOTD), Baton Rouge, LA, Report No. FHWA/LA07/424, 195

2. ASTM Standard D 6637 (2001). Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method, American Society for Testing and

3. Adams MT, Collin JG (1997) Large model spread footing load tests on geo-synthetics reinforced soil foundations. J Geotech Geoenviron 123(1):66–72

4. Badakhshan E, Noorzad A (2017) Effect of footing shape and load eccentricity on behaviour of geo-synthetic reinforced sand bed. Geotext Geomembr 45(2):58–67

5. Badakhshan E, Noorzad A (2015) “Load eccentricity effects on behavior of circular footings reinforced with geogrid sheets” Rock Mechanics and. Geotech Eng 7(6):691–699

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