مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

2,003
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

STATIC AND PSEUDO-STATIC RETAINING WALL EARTH PRESSURE ANALYSIS USING DISCRETE ELEMENT METHOD

Pages

  27-34

Keywords

Not Registered.

Abstract

 Discrete Element Method can be used for numerical analysis of different geotechnical problems such as retaining wall earth pressure distribution. This paper is an effort to use the method in determining active and passive earth pressure distribution behind a retaining wall. Soil mass in the present method is treated as comprising of blocks, which are connected by elasto-plastic Winkler springs. The solution of this method satisfies all equilibrium and compatibility conditions. The method has the simplicity of the classic limit analysis and offers more ability in solving problems in complex geometry and loading conditions such as seismic impacts, pore water pressure, non-homogeneity of the soil reinforced backfill soils, etc. In this paper, the formulation of the method is briefly reviewed. Examples are shown to demonstrate the applicability of the method for analysis of earth pressure behind a retaining wall including dynamic lateral pressure of non-homogeneous soil. The results are compared with previous classic methods. Applicability of DEM for analysis of reinforced soil structure and advantages of this method over conventional methods are also discussed.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    MALEKI JAVAN, M., & MIRGHASEMI, A.A.. (2003). STATIC AND PSEUDO-STATIC RETAINING WALL EARTH PRESSURE ANALYSIS USING DISCRETE ELEMENT METHOD. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 37(1 (79)), 27-34. SID. https://sid.ir/paper/14360/en

    Vancouver: Copy

    MALEKI JAVAN M., MIRGHASEMI A.A.. STATIC AND PSEUDO-STATIC RETAINING WALL EARTH PRESSURE ANALYSIS USING DISCRETE ELEMENT METHOD. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2003;37(1 (79)):27-34. Available from: https://sid.ir/paper/14360/en

    IEEE: Copy

    M. MALEKI JAVAN, and A.A. MIRGHASEMI, “STATIC AND PSEUDO-STATIC RETAINING WALL EARTH PRESSURE ANALYSIS USING DISCRETE ELEMENT METHOD,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 37, no. 1 (79), pp. 27–34, 2003, [Online]. Available: https://sid.ir/paper/14360/en

    Related Journal Papers

    Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button