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RISOcean Wave‐Induced Liquefaction Analysis
Publisher: American Society of Civil Engineers
Abstract: Cyclic shear stresses developed below the ocean bottom as a result of a passing wave train may progressively build up pore pressure in certain soils. Such built‐up pore pressure may eventually be large enough to result in ...
Closure to “<i>Increase in SPT <i>N</i>‐Values Due to Displacement Piles</i>” by M. S. Nataraja and B. E. Cook (January, 1983)
Publisher: American Society of Civil Engineers
Closure to “<i>Ocean Wave‐Induced Liquefaction Analysis</i>” by M. S. Nataraja and H. S. Gill (April, 1983)
Publisher: American Society of Civil Engineers