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Scale Effect of Strip and Circular Footings Resting on Dense Sand

Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007

Author(s): Fanyu Zhu; Jack I. Clark; Ryan Phillips

Publisher: American Society of Civil Engineers

Abstract: This paper presents the results of a research program of strip and circular footings resting on dry dense sand. The scale effect on the bearing capacity and the shape factor

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Discussion of “<i>Time‐Dependent Cone Penetration Resistance due to Blasting</i>” by Wayne A. Charlie, Mutabihirwa F. J. Rwebyogo, and Donald O. Doehring (August, 1992, Vol. 118, No. 8)

Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012

Author(s): Jack I. Clark; Fanyu Zhu; Michael Paulin

Publisher: American Society of Civil Engineers

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Scale Effect of Strip and Circular Footings Resting on Dense Sand

Discussion of “<i>Time‐Dependent Cone Penetration Resistance due to Blasting</i>” by Wayne A. Charlie, Mutabihirwa F. J. Rwebyogo, and Donald O. Doehring (August, 1992, Vol. 118, No. 8)

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Scale Effect of Strip and Circular Footings Resting on Dense Sand

Discussion of “<i>Time‐Dependent Cone Penetration Resistance due to Blasting</i>” by Wayne A. Charlie, Mutabihirwa F. J. Rwebyogo, and Donald O. Doehring (August, 1992, Vol. 118, No. 8)