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J-GLOBAL ID:201702211673638698   Reference number:17A0154539

Behavior of Buried Rehabilitated Pipe with Shear Deformation of Grounds

地盤のせん断変形を受ける更生埋設管の変形挙動について
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Material:
Issue: 303  Page: I.241-I.249  Publication year: Dec. 31, 2016 
JST Material Number: S0345A  ISSN: 1882-2789  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Agricultural engineering  ,  Piping design and work 
Reference (17):
  • Falter, B. (1996) : Structural analysis of sewer linings, Trenchless Technol. Res., 11(2), 27-41.
  • 地盤工学会(2009):地盤材料試験の方法と解説,541-660.
  • Gumbel, J., Spasojevic, A. and Mair, R.J. (2003) : Centrifuge modelling of soil load transfer to flexible sewer liners, Pipeline Engineering and Construction Int. Conf. 2003, ASCE, 352-362.
  • Inoue, Y., Yoshimura, H., Tohda, J. and Ohsugi, A. (2006) : Response of Sewer Concrete Pipes Rehabilitated by CIPP through Full-Scale Model Tests, Int. Conf. on Physical Modeling in Geotechnics, 735-740.
  • 泉 明良,澤田 豊,三木太貴,河端俊典(2015):地盤のせん断変形がたわみ性埋設管のたわみ量に与える影響,土木学会論文集A2(応用力学),71(2),Ⅰ_869-Ⅰ_877.
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