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作者:Md. Nafiul Haque , Murad Y. Abu-Farsakh
来源:[J].Journal of Geotechnical and Geoenvironmental Engineering(IF 1.156), 2018, Vol.144 (11)
摘要:Soil setup is defined as the increase in axial resistance of driven piles after end of driving (EOD). Very recently, over the last five years, the time-dependent increase in axial resistance of prestressed concrete piles (PSC) driven into mainly cohesive soils of Louisiana, ...
作者:Murad Y. Abu-Farsakh , Ching Tsai
来源:[J].Journal of Geotechnical and Geoenvironmental Engineering(IF 1.156), 2016
摘要:AbstractSix instrumented static-load test piles driven at four different locations along the LA-1 highway alignment in coastal Louisiana provided the opportunity to study the soil-setup behavior in relation to the soil properties. The instrumented piles consisted of six squa...
作者:Murad Y. Abu-Farsakh , Hani H. Titi
来源:[J].Journal of Geotechnical and Geoenvironmental Engineering(IF 1.156), 2004, Vol.130 (9), pp.935-944
摘要:This paper evaluates the applicability of eight direct cone penetration test (CPT) methods to predict the ultimate load capacity of square precast prestressed concrete (PPC) driven friction piles. Analyses and evaluation were conducted on 35 driven friction piles of differen...
作者:Murad Y. Abu-Farsakh , Sungmin Yoon ...
来源:[J].Journal of Infrastructure Systems(IF 0.983), 2012, Vol.18 (2), pp.103-112
摘要:This paper presents reliability-based analyses for the calibration of resistance factor for axially loaded drilled shafts. A total of 16 cases of drilled-shaft load tests were collected from the Louisiana Department of Transportation and Development (LADOTD) archives. Only 1...
作者:Lei Wei , Murad Y. Abu-Farsakh , Mehmet T. Tumay
来源:[J].International Journal of Geomechanics, 2005, Vol.5 (3), pp.167-178
摘要:A three-dimensional finite-element analysis was performed to analyze the effect of soil anisotropy on the inclined piezocone penetration test in normally consolidated clay. The piezocone penetration was numerically simulated based on a large strain formulation using the commercia...
作者:Munir D. Nazzal , Murad Y. Abu-Farsakh , Louay N. Mohammad
来源:[J].International Journal of Geomechanics, 2010, Vol.10 (5), pp.202-212
摘要:A finite-element model was developed using ABAQUS software package to investigate the effect of placing geosynthetic reinforcement within the base course layer on the response of a flexible pavement structure. A critical state two-surface constitutive model was first modified to ...
作者:Murad Y. Abu-Farsakh , Kevin Gaspard
来源:[J].Journal of Materials in Civil Engineering(IF 0.959), 2007, Vol.19 (11), pp.986-992
摘要:Current pavement design procedures recommend the resilient modulus of subgrade materials for pavement design and analysis. The objective of this paper is to develop two statistical models to predict the resilient modulus of subgrade cohesive soils from the dynamic cone penetratio...
作者:Murad Y. Abu-Farsakh , Allam Ardah , George Z. Voyiadjis
来源:[J].Transportation Geotechnics, 2019, Vol.20
摘要:Abstract(#br)This paper presents the evaluation of the performance of the Geosynthetic Reinforced Soil-Integrated Bridge System (GRS-IBS) in terms of lateral facing deformation, strain distribution along geosynthetics, and the location of potential failure zone (locus of maximum ...

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