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Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand
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 ...
Closure to “<i>Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand</i>” by James K. Mitchell and Zoltan V. Solymar (November, 1984)
Publisher: American Society of Civil Engineers
Ground Improvement by Compaction Piling
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 ...
Earth Foundation Treatment at Jebba Dam Site
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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