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J-GLOBAL ID:200902054082800586   Reference number:81A0148285

Standard penetration tests and soil liquefaction potential evaluation.

標準貫入試験と地盤液状化評価
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Material:
Volume: 20  Issue:Page: 95-111  Publication year: Dec. 1980 
JST Material Number: S0820A  ISSN: 0385-1621  Document type: Article
Article type: 文献レビュー  Country of issue: Japan (JPN)  Language: ENGLISH (EN)
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JST classification (1):
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Soil compression,consolidation,shear strength,ground subsidence 
Reference (23):
  • 1) BRI (1965): "Report on damage to buildings during the Niigata Earthquake," The Building Research Institute, Ministry of Construction, No.42, 1965 (in Japanese).
  • 2) BRI (1969): "Investigation on liquefaction of saturated sand and some problems on soil-structure-interaction," The Building Research Institute, Ministry of Construction, No.55 (in Japanese).
  • 3) Castro, G. (1975): "Liquefaction and cyclic mobility of saturated sands," Journal of the Geot. Eng. Div., ASCE, Vol.101, No.GT6, pp.551-569.
  • 4) De Alba, P., Chan, C.K. and Seed, H.B. (1975): "Determination of soil liquefaction characteristics by large scale laboratory tests," Report No.EERC 75-14, Earthquake Engineering Research Center, University of California, Berkeley.
  • 5) Gibbs, H.J. and Holtz, W.G. (1957): "Research on determining the density of sand by spoon penetration test," Proc. 4th International Conference on Soil Mechanics and Foundation Engineering, London, Vol.1, pp.35-39.
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