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Information Journal Paper

Title

Numerical Evaluation of Sample Size Effect on the Behavior of Undrained Geotextile-Reinforced Cohesive Soil

Pages

  215-223

Abstract

 1. Introduction: Present study was carried out to investigate the effects of sample size on the mechanical behavior of Geotextile-Reinforced clay in the short time using the PLAXIS 2D software. These simulations were modeled for different confining pressures, different diameters and one to four Geotextile layers. Two constitutive models including the Mohr-Coloumb model and hardening soil model were used to simulate the behavior of the soil. . .

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    APA: Copy

    Navidinia, Nadia, Noorzad, Reza, & Yoosefnezhad, Maryam. (2022). Numerical Evaluation of Sample Size Effect on the Behavior of Undrained Geotextile-Reinforced Cohesive Soil. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 52(3 (108) ), 215-223. SID. https://sid.ir/paper/1051271/en

    Vancouver: Copy

    Navidinia Nadia, Noorzad Reza, Yoosefnezhad Maryam. Numerical Evaluation of Sample Size Effect on the Behavior of Undrained Geotextile-Reinforced Cohesive Soil. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2022;52(3 (108) ):215-223. Available from: https://sid.ir/paper/1051271/en

    IEEE: Copy

    Nadia Navidinia, Reza Noorzad, and Maryam Yoosefnezhad, “Numerical Evaluation of Sample Size Effect on the Behavior of Undrained Geotextile-Reinforced Cohesive Soil,” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 52, no. 3 (108) , pp. 215–223, 2022, [Online]. Available: https://sid.ir/paper/1051271/en

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