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THE USE OF ROWE CELL TEST RESULTS IN PREDICTING COLLAPSE SETTLEMENT OF SOILS
Faculty
Engineering
Year:
2007
Type of Publication:
ZU Hosted
Pages:
169-172
Authors:
Alaa Abdelhamied Ali Ata
Staff Zu Site
Abstract In Staff Site
Journal:
PROCEEDING OF THE 3rd ASIANPROCEEDING OF THE 3rd ASIAN CONFERENCE ON UNSATURATED SOILSCONFERENCE ON UNSATURATED SOILS Science Press Beijing
Volume:
Keywords :
, , , ROWE CELL TEST RESULTS , PREDICTING COLLAPSE
Abstract:
Rowe cell apparatus was used to determine the collapse potential for a laboratory unsaturated soil sample prepared by mixing well graded sand with 20%, by weight, kaolinite clay. Collapse potential was determined at soaking pressures of 50,
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Alaa Abdelhamied Ali Ata, "Numerical analysis of underground tunnels subjected to surface blast loads", Frattura ed Integrità Strutturale, 2021
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Alaa Abdelhamied Ali Ata, "A TWO-COMPONENT BARRIER SYSTEM TO PROTECT COASTAL REGIONS FROM THE RISING SEA LEVELS", EIJESTThe Egyptian Int. J. of Eng. Sci. and Technology, 2014
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Alaa Abdelhamied Ali Ata, "Experimental Study of Concrete-Filled GFRP Piles in Sand", لايوجد, 1900
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Alaa Abdelhamied Ali Ata, "Effect of seawater on consistency, infiltration rate and swelling characteristics of montmorillonite clay", elsevier, 2016
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Department Related Publications
Eshak Ibrahiem Eshak Hana, "Influence Surfaces of Rectangular Plates with Different Support Conditions – Part2", 4th Arab Structural Eng. Conference, Vol.2, Cairo Univ., Nov. 1991., 1991
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Eshak Ibrahiem Eshak Hana, "Design Aids and Comparative Study of Elastomeric Bearings for Bridges", Engineering Bulletin, Ain-Shams Univ., Vol.28, No.1, March 1993., 1993
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Rania Mohamed Samier Mohamed Kamal Amien, "EFFECT OF DAMAGE ON THE STRUCTURAL TIME PERIOD", لايوجد, 1900
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Atef Eraky Bakry Amien, "New", لايوجد, 1900
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Helal Abdelkader Mahmoud Hassann, "Effect of Cracking and Slab Openings on Lateral Behavior of Tall Buildings.", American Society of Civil Engineers (ASCE) 6th International Engineering & Construction Conference (IECC’6), Vol. 2, pp.839 – 851., 2010
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