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Information Journal Paper

Title

3D Numerical investigation of excavation in sandy ground reinforced using different types of geosynthetics

Pages

  47-52

Abstract

 Stabilization of Excavations and retaining walls are important issues in the geotechnical field. The use of new and novel methods in Excavation sites, and providing safe conditions for the final aim of the project is one of the challenging matters in this regard. Excavation in Sandy Soils, due to lack of enough cohesion for its stability, faces serious problems. In order to solve this problem, using special techniques to improve stability is a very important subject. Geosynthetics (i. e. Geotextile, Geogrid, and Geocell) are among the new techniques, which could enhance the stability and performance of Sandy Soils. In this research, 3D finite different analysis was performed to investigate unreinforced and reinforced Excavations using Geotextile, Geogrid, and Geocell elements and their comparison. Results indicated that in the case of using Geotextile, Geogrid and Geocell the critical depth of Excavation increased up to 3. 125, 2. 75, and 2. 25 times of unreinforced Excavation, respectively.

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    APA: Copy

    NASIRI, MASOUD, & SHARAFI, HASSAN. (2022). 3D Numerical investigation of excavation in sandy ground reinforced using different types of geosynthetics. INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING, 56(1), 47-52. SID. https://sid.ir/paper/988124/en

    Vancouver: Copy

    NASIRI MASOUD, SHARAFI HASSAN. 3D Numerical investigation of excavation in sandy ground reinforced using different types of geosynthetics. INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING[Internet]. 2022;56(1):47-52. Available from: https://sid.ir/paper/988124/en

    IEEE: Copy

    MASOUD NASIRI, and HASSAN SHARAFI, “3D Numerical investigation of excavation in sandy ground reinforced using different types of geosynthetics,” INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING, vol. 56, no. 1, pp. 47–52, 2022, [Online]. Available: https://sid.ir/paper/988124/en

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