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    Closure to “Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity” by Sami O. Akbas and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Closure to “Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior” by Sami O. Akbas and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: The results of 167 full-scale field load tests were used to examine several issues related to the load-displacement behavior of footings in cohesionless soils under axial compression loading, including (1) method to interpret ...
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    Reliability-Based Design Approach for Differential Settlement of Footings on Cohesionless Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic method is presented to estimate the differential settlements of footings on cohesionless soils, considering the uncertainties in both the load and capacity sides of the design equation. A random field ...
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    Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Sami O. Akbas; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: An extensive database of full-scale field load tests was used to examine the bearing capacity for footings in cohesionless soils. Each load test curve was evaluated consistently to determine the interpreted failure load ...
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    Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Chong Tang; Kok-Kwang Phoon; Dian-Qing Li; Sami O. Akbas
    Publisher: ASCE
    Abstract: This paper compiles two expanded databases—NUS/SpreadFound/919 and NUS/RockFound/270—to evaluate the calculation methods of foundation capacity, where the number is the number of load tests collated. The mean (bias) and ...
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