LIQUEFACTION POTENTIAL EVALUATED FROM CYCLIC STRAIN-CONTROLLED PROPERTIES TESTS ON SANDS

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概要

• 論文の詳細を見る

• A method for evaluating the liquefaction potensial of loose to medium dense sands from strain-controlled triaxial properties tests was developed. It was found that liquefaction potentials determined from stress-controlled liquefaction tests and strain-controlled properties tests were in good agreement for medium dense sands. For the same material at the same density, values of modulus and liquefaction potential are significantly higher for specimens prepared using wet rodding methods than for specimens prepared using dry vibration methods. On the other hand there was no significant difference between damping values for samples prepared by either method.

• 社団法人地盤工学会の論文
• 1976-09-15

著者

• SILVER MARSHALL

  Department of Materials Engineering, University of Illinois at Chicago Circle

• Silver Marshall

  Department Of Materials Engineering University Of Illinois At Chicago Circle

• PARK TED

  Soil Testing Services

関連論文

• CYCLIC STRENGTH OF UNDISTURBED SANDS OBTAINED BY A PISTON SAMPLER
• CYCLIC STRENGTHS OF UNDISTURBED SANDS OBTAINED BY LARGE DIAMETER SAMPLING
• LIQUEFACTION POTENTIAL EVALUATED FROM CYCLIC STRAIN-CONTROLLED PROPERTIES TESTS ON SANDS
• UNDRAINED STRESS-STRAIN BEHAVIOR OF SAND UNDER IRREGULAR LOADING

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