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Information Journal Paper

Title

STATIC AND PSEUDO STATIC STABILITY ANALYSIS OF SOIL SLOPE REINFORCED BY GEO-FABRIC

Pages

  87-96

Abstract

 1. Introduction; Soil SLOPE STABILITY depends on different parameters such as layers geometry, types of layers, layers condition (saturated, wet or dry), underground water level, static and seismic loads and also many other parameters. There are many solutions to stabilize the soil slopes; e.g. nailing method, using drainage, changing the slope’s geometry, and using a retaining wall.

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    • Cite

    APA: Copy

    AMEL SAKHI, MASOUD, & MANAFI, SIAVASH. (2014). STATIC AND PSEUDO STATIC STABILITY ANALYSIS OF SOIL SLOPE REINFORCED BY GEO-FABRIC. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 43(4 (73)), 87-96. SID. https://sid.ir/paper/340423/en

    Vancouver: Copy

    AMEL SAKHI MASOUD, MANAFI SIAVASH. STATIC AND PSEUDO STATIC STABILITY ANALYSIS OF SOIL SLOPE REINFORCED BY GEO-FABRIC. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2014;43(4 (73)):87-96. Available from: https://sid.ir/paper/340423/en

    IEEE: Copy

    MASOUD AMEL SAKHI, and SIAVASH MANAFI, “STATIC AND PSEUDO STATIC STABILITY ANALYSIS OF SOIL SLOPE REINFORCED BY GEO-FABRIC,” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 43, no. 4 (73), pp. 87–96, 2014, [Online]. Available: https://sid.ir/paper/340423/en

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