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Stabilization of an expansive overconsolidated clay using hydraulic binders
المؤلفون المشاركون
Muhammadi, Abd al-Karim
Khamisah, Muhammad
المصدر
Housing and Building National Research Center Journal
العدد
المجلد 11، العدد 1 (30 إبريل/نيسان 2015)، ص ص. 82-90، 9ص.
الناشر
المركز القومي لبحوث الإسكان و البناء
تاريخ النشر
2015-04-30
دولة النشر
مصر
عدد الصفحات
9
التخصصات الرئيسية
الموضوعات
الملخص EN
Urban areas of the wilaya of M’sila in Algeria nowadays experience a considerable development because of an unceasingly increasing demography, from where its extension toward virgin zones is often less favorable than those already urbanized.
This wilaya is located in a zone classified as semi-arid, whose geology comprises clayey formations characterized by a high variation of volume when the conditions of their equilibrium are modified (natural climatic phenomena due to a prolonged dryness, human activity by modification of the ground water level because of excessive pumping, configuration of constructions in their environment).
This paper presents and analyzes the results of a series of laboratory tests (identification, compaction, penetration and direct shear tests) performed on an expansive overconsolidated clay obtained from an urban site situated in Sidi-Hadjre` s city (wilaya of M’sila, Algeria), where significant damages frequently appear in the road infrastructures and in the light structures.
Test results obtained show that the geotechnical parameteric values deduced from these tests are concordant and confirm the bearing capacity improvement of this natural clay treated with hydraulic binders (composed Portland cement and extinct lime) and compacted under the optimum Proctor conditions, which is translated by a significant increase in soil strength and its durability.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Muhammadi, Abd al-Karim& Khamisah, Muhammad. 2015. Stabilization of an expansive overconsolidated clay using hydraulic binders. Housing and Building National Research Center Journal،Vol. 11, no. 1, pp.82-90.
https://search.emarefa.net/detail/BIM-564321
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Muhammadi, Abd al-Karim& Khamisah, Muhammad. Stabilization of an expansive overconsolidated clay using hydraulic binders. Housing and Building National Research Center Journal Vol. 11, no. 1 (Apr. 2015), pp.82-90.
https://search.emarefa.net/detail/BIM-564321
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Muhammadi, Abd al-Karim& Khamisah, Muhammad. Stabilization of an expansive overconsolidated clay using hydraulic binders. Housing and Building National Research Center Journal. 2015. Vol. 11, no. 1, pp.82-90.
https://search.emarefa.net/detail/BIM-564321
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 89-90
رقم السجل
BIM-564321
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
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