Active Earth Pressure of Modeled Strip Load Surcharge on Rigid Walls

سال انتشار: 1390
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 2,433

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شناسه ملی سند علمی:

NCCE06_0014

تاریخ نمایه سازی: 28 مرداد 1390

چکیده مقاله:

In determination of the active earth pressure of strip load surcharge, we would always do elastic supposition, and for that,we used boussinesq. In this essay, by supposition of plastic environment of the earth, a new formula was presented for the effect of strip load surcharge on the wall. In this new formula, effects of gradient, and the friction angle between earth and wall, and gradient of the wall, and friction angle of earth, is considered. In this essay, by MATLAB software, a program is presented for calculation of the pressure on the wall in different situations of setting strip load surcharge. Also this essay considers the distance of the effect of strip load surcharge, and by mean of that, we can determine the length of the surcharge and the distance of surcharge from wall which has taken effects from the imported pressure. It should be pointed out that imported pressure totally consists of earth pressure and surcharge pressure. This essay expresses the considered stress distribution, under the effect of strip load surcharge on the wall having the effect of the earth behind it. And dependent on the situation of strip load surcharge, we present four kinds of distribution

کلیدواژه ها:

Active earth pressure ، Reinforced retaining wall ، Horizontal slices method ، Limit equilibrium.Pseudostatic seismic coefficient

نویسندگان

m Ahmadabadi

Faculty of Engineering, Malek-e-Ashtar University of Technology

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  • Ahmadabadi, M. and Ghanbari, A. An analytic method to measure ...
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  • Ahmadabadi, M. and Ghanbari, _ 2009. New procedure ...
  • _ with reinforced _ Geotextiles _ (2009) ...
  • Ahmadabadi, M., Ghanbari, A. (2010), _ An Analytic Method to ...
  • Arango, I. (1969) Personal communication to Seed and Whitman, reported ...
  • Choudhury D, Ahmad S.M. Stability of waterfront retaining wall subjected ...
  • _ _ by pseudo-dynamo method, Geotechnique, London, 2005; 55 (9): ...
  • Choudhury D, Nimbalkar S.S., 2006. Pseudo -dynamic approach of seismic ...
  • _ _ _ _ _ _ _ walls by pseudo- ...
  • Coulomb, C.A. 1776. Essai _ application des regles de maximis ...
  • Das, B.M., Puri, V.K., 1996. Static and dynamic active earth ...
  • Georgiadis, M. and Anagno stopoulos, C. (1998) "Lateral Pressure On ...
  • Ghanbari, A. and Ahmadabadi, M. (2010), _ Pseudo -Dynamic Active ...
  • Ghanbari, A. and Ahmadabadi, M. (2010), " New analytical procedure ...
  • Ghanbari, A. and Ahmadabadi, M. (2010), "Active earth pressure On ...
  • Greco, V. R. (1999) _ earth thrust On cantilever wale ...
  • Greco, V. R. (2003) Pseudo-stato analysis for earth thrust computations, ...
  • Greco, V. R. (2005) _ earth thrust by backfils subject ...
  • Greco, V. R. (2006) "Lateral Eart Pressure due to Backfill ...
  • _ _ _ capacity of foundations _ Geotextiles and Geo ...
  • Kim, J. S. and Barker, R. M. (2002) Effect of ...
  • Lee, K.Z.Z., Wu, J.T.H., 2004. A synthesis of case histories ...
  • Rankine, W. J. M. (1857) On the mathematical theory of ...
  • April 26-27, 2011, Semnan University, Semnan, Iran ...
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