Research Article
May 1967
Analysis of Soil Liquefaction: Niigata Earthquake
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 3
Abstract
During the Niigata earthquake of June 16, 1964, extensive damage to engineering structures occurred as a result of liquefaction of the sandy soil on which they were supported. The results of field investigations conducted by Japanese engineers are presented, leading to conclusions concerning the variation of relative density of the sand with depth in regions where liquefaction did and did not occur. An analysis is then proposed, using computations of the time-history of shear stresses likely to be generated in the sand by the earthquake ground motions and the results of cyclic shear tests on saturated samples of sand, which provides results in good agreement with the observed field behavior. The analysis is also used to assess the effects of minor changes in intensity of ground shaking or depth of water table and the provision of surcharge fills on the possibility of soil liquefaction at Niigata. The good agreement between the predicted and observed behavior suggests that the method of analysis might be useful for evaluating the possibility of soil liquefaction in other areas.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 3 • May 1967
Pages: 83 - 108
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: May 1967
Published online: Feb 12, 2021
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Authors
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H. Bolton Seed, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
I. M. Idriss, AM.ASCE
Asst. Research Engr., Univ. of California, Berkeley, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.