Geomechanics and Engineering

  • 제8권2호
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  • Pages.221-235
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  • 2015
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Experimental investigation of the effects of pipe location on the bearing capacity

  • Bildik, Selcuk (Department of Civil Engineering, Osmaniye Korkut Ata University) ;
  • Laman, Mustafa (Department of Civil Engineering, Cukurova University)
  • 투고 : 2014.08.18
  • 심사 : 2014.11.15
  • 발행 : 2015.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

A series of laboratory model tests were conducted to investigate the effects of buried pipes location on the bearing capacity of strip footing in cohesionless soil. The variables examined in the testing program include relative density of the sand, loading rate of tests, burial depths of pipe and horizontal distance of pipe to footing. The test results showed a significant increase in bearing capacities when embedment ratio of pipe and horizontal distance of pipe to footing were increased. Based on the test results, it can be concluded that the location of pipes and relative density of sand are main parameters that affect the bearing capacity of strip footing. However, loading rate has not considerable effect on bearing capacity.

키워드

참고문헌

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피인용 문헌

  1. Model test and numerical simulation on the bearing mechanism of tunnel-type anchorage vol.12, pp.1, 2015, https://doi.org/10.12989/gae.2017.12.1.139
  2. Numerical and experimental study of multi-bench retained excavations vol.13, pp.5, 2015, https://doi.org/10.12989/gae.2017.13.5.715
  3. Innovative approach to determine the minimum wall thickness of flexible buried pipes vol.15, pp.2, 2018, https://doi.org/10.12989/gae.2018.15.2.755
  4. Experimental Investigation of Soil - Structure - Pipe Interaction vol.23, pp.9, 2015, https://doi.org/10.1007/s12205-019-0134-y
  5. Load-Settlement Response and Bearing Capacity of a Surface Footing Located Over a Conduit Buried Within a Soil Slope vol.20, pp.10, 2015, https://doi.org/10.1061/(asce)gm.1943-5622.0001807