Geomechanics and Engineering

  • 제4권3호
  • /
  • Pages.209-218
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  • 2012
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

An analytical expression for the dynamic active thrust from c-φ soil backfill on retaining walls with wall friction and adhesion

  • Shukla, Sanjay K. (Discipline of Civil Engineering, School of Engineering, Edith Cowan University) ;
  • Bathurst, Richard J. (GeoEngineering Centre at Queen's-RMC, Civil Engineering Department)
  • 투고 : 2011.11.16
  • 심사 : 2012.07.13
  • 발행 : 2012.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the derivation of an analytical expression for the dynamic active thrust from c-${\phi}$ (c = cohesion, ${\phi}$ = angle of shearing resistance) soil backfill on rigid retaining walls with wall friction and adhesion. The derivation uses the pseudo-static approach considering tension cracks in the backfill, a uniform surcharge on the backfill, and horizontal and vertical seismic loadings. The development of an explicit analytical expression for the critical inclination of the failure plane within the soil backfill is described. It is shown that the analytical expression gives the same results for simpler special cases previously reported in the literature.

키워드

참고문헌

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  19. Shukla, S.K., Gupta, S.K. and Sivakugan, N. (2009), "Active earth pressure on retaining all for c-${\phi}$ soil backfill under seismic loading condition", J. Geotech. and Geoenviron. Eng. - ASCE, 135(5), 690-696. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000003
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피인용 문헌

  1. Seismic Behaviour of Retaining Structures, Design Issues and Requalification Techniques vol.44, pp.2, 2014, https://doi.org/10.1007/s40098-014-0100-z
  2. Analytical method for calculating natural frequencies of geosynthetic-reinforced wall with full-height concrete facing vol.24, pp.1, 2017, https://doi.org/10.1680/jgein.16.00011
  3. Static and seismic active lateral earth pressure coefficients for c-ϕ soils vol.10, pp.5, 2016, https://doi.org/10.12989/gae.2016.10.5.657
  4. Backfill and subsoil interaction effects on seismic behavior of a cantilever wall vol.6, pp.2, 2014, https://doi.org/10.12989/gae.2014.6.2.117
  5. The effect of backfill cohesion on seismic response of cantilever retaining walls using fully dynamic analysis vol.89, 2017, https://doi.org/10.1016/j.compgeo.2017.04.007
  6. Influence of wall flexibility on dynamic response of cantilever retaining walls vol.49, pp.1, 2014, https://doi.org/10.12989/sem.2014.49.1.001
  7. Generalized analytical expression for dynamic active thrust fromc–φ soil backfills vol.9, pp.4, 2015, https://doi.org/10.1179/1939787914Y.0000000076
  8. Seismic active earth pressure from the sloping c-ϕ soil backfills vol.43, pp.3, 2013, https://doi.org/10.1007/s40098-013-0044-8
  9. Implementation of Soil Pressure Sensors in Large-Scale Soil-Structure Interaction Studies vol.41, pp.4, 2018, https://doi.org/10.1520/GTJ20170163
  10. Determination of active failure surface geometry for cohesionless backfills vol.12, pp.6, 2017, https://doi.org/10.12989/gae.2017.12.6.983
  11. Assessment of effect of material properties on seismic response of a cantilever wall vol.13, pp.4, 2012, https://doi.org/10.12989/gae.2017.13.4.601
  12. Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil vol.4, pp.2, 2012, https://doi.org/10.33889/ijmems.2019.4.2-033
  13. A Strain Dependent Approach for Seismic Stability Assessment of Rigid Retaining Wall vol.38, pp.6, 2020, https://doi.org/10.1007/s10706-020-01412-4