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吹填砂的液化评估

何开胜

人民长江2001,Vol.32Issue(6):39-41,3.
人民长江2001,Vol.32Issue(6):39-41,3.

吹填砂的液化评估

Liquefaction evaluation of hydraulic fill sand

何开胜1

作者信息

  • 1. 南京水利科学研究院土工研究所,
  • 折叠

摘要

Abstract

There are many hydraulic fill projects on the overbank flood plain near river and sea.These projects not only utilize shallows-tidal-flat area but also benefit to dredge the waterways.Besides,the investment of developed land is rather low.Although the dredged sand has a higher strength,the earthquake liquefaction of sand should be considered.The U.S. Seed method and Japanese Road and Bridge Code are usually adopted for sand liquefaction evaluation.The adopted parameters,include the SPT blow count and CPT resistance.The two liquefaction evaluation methods are introduced,and their essence,difference and safety factors of liquefaction are analyzed in the paper.Then these methods are applied to evaluate a hydraulic fill project in Bangladesh.

关键词

砂土液化/循环强度/液化阻力/液化安全系数/吹填砂

分类

建筑与水利

引用本文复制引用

何开胜..吹填砂的液化评估[J].人民长江,2001,32(6):39-41,3.

人民长江

OA北大核心

1001-4179

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