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    Scale Effects of Ultimate Pile Capacity 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): George G. Meyerhof
    Publisher: American Society of Civil Engineers
    Abstract: Methods of estimating the ultimate bearing capacity of piles in sand from the results of static cone and standard penetration tests are compared with the results of load tests on driven and bored piles of different sizes ...
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    Closure to “<i>Scale Effects of Ultimate Pile Capacity</i>” by George G. Meyerhof (June, 1983) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author(s): George G. Meyerhof
    Publisher: American Society of Civil Engineers
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    Inclination Factors for Bearing Capacity of Shallow Footings 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): George G. Meyerhof; Tatsuya Koumoto
    Publisher: American Society of Civil Engineers
    Abstract: An investigation is made of the inclination factors for estimating the ultimate bearing capacity of shallow strip footings under central load inclined in the direction of footing length. The corresponding theoretical ...
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    Ultimate Pile Capacity for Eccentric Inclined Load 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): George G. Meyerhof; A. Sahap Yalcin; Surendra K. Mathur
    Publisher: American Society of Civil Engineers
    Abstract: The ultimate bearing capacity of rigid piles and pile groups in sand has been determined under various combinations of eccentricity and inclination of the load varying from the vertical to horizontal directions. The results ...
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