New Evaluation of Bearing Capacity of Footing on unsaturated Sand Soil - Zainal, Abdul Kareem;Fadhil, Amjad Ibrahim
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New approach for evaluating the bearing capacity of sandy soil under strip footing is introduced in this book. The bearing capacity variation with the degree of saturation is evaluated for a strip foundation where new proposed equations were introduced. The new equations are verified by experimental tests and the results were compared against other methods already used world wide. The effect of footing width on the bearing capacity were also studied and new mathematical relations are introduced.

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Produktbeschreibung
New approach for evaluating the bearing capacity of sandy soil under strip footing is introduced in this book. The bearing capacity variation with the degree of saturation is evaluated for a strip foundation where new proposed equations were introduced. The new equations are verified by experimental tests and the results were compared against other methods already used world wide. The effect of footing width on the bearing capacity were also studied and new mathematical relations are introduced.
Autorenporträt
Abdul Kareem Esmat Zainal, B.Sc. Civil Eng., M.Sc. Sanitary Eng., Ph.D. Geotechnical Eng., Interested in Unsaturated Soils Mechanics.Amjad Ibrahim Fadhil, M.Sc. Geotechnical Engineer Al-Mustansiriya University.2012, Ph.D.Geotechnical Enigeneer Baghdad University 2016.