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Information Journal Paper

Title

THE STABILIZATION OF SELECTED SOILS FROM EASTERN FRINGES OF KAVIR-E NAMAK WITH LIME AND CEMENT

Author(s)

NIYAZI Y. | Issue Writer Certificate 

Pages

  67-84

Abstract

 Little research has been carried out to characterize Iranian desert solis from highway Engineering point of view sofar. In such areas conventional paving materials are sometimes difficult and costly to provide. The research presented herein include studying the geotechnical properties of four soils sampled from eastern fringes of Kavir-e Namak, and determining their suitability as paving materials once stabilized with LIME and CEMENT. Selection and sampling of soils were accomplished so that they represent the general characteristics of soils in the area. Standard techniques were used to determine the physico-chemical and mineralogical properties of soils. The influence of LIME-cement content and curing period on the properties of LIME-cement-soil mixtures were investigated. The results show that loess soils are amenable to STABILIZATION with LIME and CEMENT while sandy soils are amenable to STABILIZATION with CEMENT, and both might be used as paving materials. But, saline soils containing high proportions of salts do not respond to STABILIZATION.

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  • Cite

    APA: Copy

    NIYAZI, Y.. (2001). THE STABILIZATION OF SELECTED SOILS FROM EASTERN FRINGES OF KAVIR-E NAMAK WITH LIME AND CEMENT. JOURNAL OF SCHOOL OF ENGINEERING, 13(1), 67-84. SID. https://sid.ir/paper/22584/en

    Vancouver: Copy

    NIYAZI Y.. THE STABILIZATION OF SELECTED SOILS FROM EASTERN FRINGES OF KAVIR-E NAMAK WITH LIME AND CEMENT. JOURNAL OF SCHOOL OF ENGINEERING[Internet]. 2001;13(1):67-84. Available from: https://sid.ir/paper/22584/en

    IEEE: Copy

    Y. NIYAZI, “THE STABILIZATION OF SELECTED SOILS FROM EASTERN FRINGES OF KAVIR-E NAMAK WITH LIME AND CEMENT,” JOURNAL OF SCHOOL OF ENGINEERING, vol. 13, no. 1, pp. 67–84, 2001, [Online]. Available: https://sid.ir/paper/22584/en

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