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Information Journal Paper

Title

DETERMINATION OF SOIL COMPRESSION INDEX, CC, IN AHWAZ REGION

Pages

  75-80

Abstract

 Construction of hydraulic structures or other structures compact the soils layers and create hydrostatic pressure (excess pore water pressure) in saturated fine grained soils. While the excess pore water pressure dissipates, stresses on the soil skeleton (effective stress) gradually increase; thus soil undergoes deformation or strain in vertical direction (CONSOLIDATION SETTLEMENT). By the use of compression index, Cc, which is obtained from CONSOLIDATION test, one can estimate the among of field SETTLEMENT. These expressions correlate Cc to the soil properties or physical indices such as Atterberg limits, VOID RATIO and specific gravity. In this research we have attempted to find some expressions for the soils of Ahwaz region. To do this, CONSOLIDATION tests and tests for determination of soil physical properties and Atterberg limit have been carried out on 29 undisturbed samples which were prepared from different locations and depths. The results showed that there is a good correlation between Cc and initial VOID RATIO.

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    APA: Copy

    AHADIAN, J., EBN JALAL, R., & SHAFAEI BAJESTAN, MAHMOUD. (2008). DETERMINATION OF SOIL COMPRESSION INDEX, CC, IN AHWAZ REGION. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 35(3 (51) CIVIL ENGINEERING), 75-80. SID. https://sid.ir/paper/43723/en

    Vancouver: Copy

    AHADIAN J., EBN JALAL R., SHAFAEI BAJESTAN MAHMOUD. DETERMINATION OF SOIL COMPRESSION INDEX, CC, IN AHWAZ REGION. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2008;35(3 (51) CIVIL ENGINEERING):75-80. Available from: https://sid.ir/paper/43723/en

    IEEE: Copy

    J. AHADIAN, R. EBN JALAL, and MAHMOUD SHAFAEI BAJESTAN, “DETERMINATION OF SOIL COMPRESSION INDEX, CC, IN AHWAZ REGION,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 35, no. 3 (51) CIVIL ENGINEERING, pp. 75–80, 2008, [Online]. Available: https://sid.ir/paper/43723/en

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