Geomechanics and Engineering

  • 제11권6호
  • /
  • Pages.739-756
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  • 2016
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A modified shear strength reduction finite element method for soil slope under wetting-drying cycles

  • Tu, Yiliang (College of Civil Engineering, Chongqing University) ;
  • Zhong, Zuliang (College of Civil Engineering, Chongqing University) ;
  • Luo, Weikun (College of Civil Engineering, Chongqing University) ;
  • Liu, Xinrong (College of Civil Engineering, Chongqing University) ;
  • Wang, Sui (College of Civil Engineering, Chongqing University)
  • 투고 : 2014.12.13
  • 심사 : 2016.07.09
  • 발행 : 2016.12.12
⟨ 이전 논문 다음 논문 ⟩

초록

The shear strength reduction finite element method (SSRFEM) is a powerful tool for slope stability analysis. The factor of safety (FOS) of the slope can be easily calculated only through reducing effective cohesion (c′) and tangent of effective friction angle ($tan{\varphi}^{\prime}$) in equal proportion. However, this method may not be applicable to soil slope under wetting-drying cycles (WDCs), because the influence of WDCs on c′ and $tan{\varphi}^{\prime}$ may be different. To research the method of estimating FOS of soil slopes under WDCs, this paper presents an experimental study firstly to investigate the effects of WDCs on the parameters of shear strength and stiffness. Twelve silty clay samples were subjected to different number of WDCs and then tested with triaxial test equipment. The test results show that WDCs have a degradation effect on shear strength (${\sigma}_1-{\sigma}_3)_f$, secant modulus of elasticity ($E_s$) and c′ while little influence on ${\varphi}^{\prime}$. Hence, conventional SSRFEM which reduces c′ and $tan{\varphi}^{\prime}$ in equal proportion cannot be adopted to compute the FOS of slope under conditions of WDCs. The SSRFEM should be modified. In detail, c′ is merely reduced among shear strength parameters, and elasticity modulus is reduced correspondingly. Besides, a new approach based on sudden substantial changes in the displacement of marked nodes is proposed to identify the slope failure in SSRFEM. Finally, the modified SSRFEM is applied to compute the FOS of a slope example.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Central Universities of China

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