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    Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): James K. Mitchell; Zoltan V. Solymar
    Publisher: American Society of Civil Engineers
    Abstract: Much evidence is now available that freshly deposited or densified saturated clean sand may exhibit substantial stiffening and strength increase with times up to several months. Sand deposits may undergo a significant loss ...
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    Closure to “<i>Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand</i>” by James K. Mitchell and Zoltan V. Solymar (November, 1984) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): James K. Mitchell; Zoltan V. Solymar
    Publisher: American Society of Civil Engineers
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    Ground Improvement by Compaction Piling 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author(s): Zoltan V. Solymar; Samsudin; John Osellame; Basuki Joko Purnomo
    Publisher: American Society of Civil Engineers
    Abstract: Foundations for Units 1 and 2 of the first large steam power plant in Indonesia consist of concrete rafts supported on slender, end‐bearing steelcased concrete piles. Soil investigation established the presence of layers ...
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    Earth Foundation Treatment at Jebba Dam Site 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Zoltan V. Solymar; Barak C. Iloabachie; Ramesh C. Gupta; Leslie R. Williams
    Publisher: American Society of Civil Engineers
    Abstract: The Jebba Main Dam is founded on alluvial sands up to 230 ft (70 m) in depth. Soil investigation established the presence of locally loose materials at various depths. The test methods of the original investigation are ...
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