Geomechanics and Engineering

  • 제16권3호
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  • Pages.233-245
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  • 2018
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement

  • Balaban, Eren (Department of Transport Structures, University of Pardubice) ;
  • Onur, Mehmet I. (Department of Civil Engineering, Eskisehir Technical University)
  • 투고 : 2018.01.27
  • 심사 : 2018.06.12
  • 발행 : 2018.10.30
⟨ 이전 논문 다음 논문 ⟩

초록

Interest to basal reinforced piled embankments is increasing recently due to their rapid construction and reliability. A comprehensive parametric study is conducted to determine effects of pile properties, reinforcement stiffness, embankment properties and soft soil properties into settlements, pressures and excess pore water pressure development and dissipations. Results which are obtained by using one-layer reinforcement during construction are compared with the results obtained by using two-layer reinforcement during construction. Finite element method is used during the parametric study. Second layer of reinforcement is placed in five different positions in order to reveal effects of reinforcement position into behaviour. Traffic load is also taken into consideration during the study. Differences between the results without presence of traffic loading and with presence of traffic loading is stated in this the study.

키워드

참고문헌

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