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J-GLOBAL ID:200902214108938392   Reference number:08A0392838

EFFECT OF COMPACTION CONDITIONS ON STRENGTH AND DEFORMATION CHARACTERISTICS OF BACKFILL MATERIALS

砂礫盛土材の変形強度特性に与える締固め条件の影響
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Volume: 64  Issue:Page: 253-266 (J-STAGE)  Publication year: 2008 
JST Material Number: U0104A  ISSN: 1880-604X  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Soil compression,consolidation,shear strength,ground subsidence 
Reference (19):
  • 1) Hirakawa, D.: Effect of compaction conditions on the strength and deformation characteristics of well-graded compacted gravelly soil, International Society of Soil Mechanics and Ground Engineering, Proceedings of 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol.1, pp.85-88, 2007.
  • 2) 冨田佑一,山田康裕,Lovati, L., 龍岡文夫,平川大貴,松島健一:盛土材としての破砕コンクリートの変形強度特性に及ぼす締固め密度の影響,第40回地盤工学研究発表会,pp.625-626,2005.
  • 3) 冨田佑一:盛土材としての破砕コンクリートの変形強度特性,東京理科大学修士論文,2005.
  • 4) 佐々木朋子,島峰徹夫,野澤伸一郎,木村勝,長谷川浩夫,龍岡文夫,平川大貴:種々の条件での繰返し及び単調載荷における粗粒材の変形強度特性,土木学会論文集,Vol.64,No.2,2008.
  • 5) Aqil, U., Tatsuoka, F., Uchimura, T., Lohani, T.N., Tomita, Y. and Matsushima, K.: Strength and deformation characteristics of recycled concrete aggregate as a backfill material, Soils and Foundations, Vol.45, No.4, pp.53-72, 2005.
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