Closely Spaced Footings on Geogrid-Reinforced Sand
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Regional Engineering College, Jalandhar-144011, India.
2. Formerly, Professor, Dept. of Civil Engineering, Indian Inst. of Technology, Roorkee-247667, India.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A7%28660%29
Reference15 articles.
1. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
2. Stability of loaded footings on reinforced soil.;Akinmusuru J. O.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1981
3. Effect of number of reinforcing layers on the interference between footings on reinforced sand.;Al-Ashou M. O.;Indian Geotech. J.,1994
4. Bearing capacity tests on reinforced earth slabs.;Binquet J.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1975
5. Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand
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