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Effect of the Thickness of Stabilized Cemented Sand Soil in the Bearing Capacity of Shallow Foundation

المصدر: مجلة الدراسات المستدامة
الناشر: الجمعية العلمية للدراسات التربوية المستدامة
المؤلف الرئيسي: Younes, Samar Abd ALhameed (Author)
مؤلفين آخرين: Thajeel, Jawad Kadhim (Co-Author)
المجلد/العدد: مج5, ملحق
محكمة: نعم
الدولة: العراق
التاريخ الميلادي: 2023
التاريخ الهجري: 1444
الشهر: مايو
الصفحات: 597 - 607
ISSN: 2663-2284
رقم MD: 1379853
نوع المحتوى: بحوث ومقالات
اللغة: الإنجليزية
قواعد المعلومات: EduSearch
مواضيع:
كلمات المؤلف المفتاحية:
Bearing Capacity | Cement | Plate Load Test | Sand | Failure
رابط المحتوى:
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عدد مرات التحميل

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المستخلص: The main aim of this paper is to examine the effectiveness stabilized cemented soil on dense sand has been gathered from loading tests carried on model of square steel footing with (89,89,23) mm length, width and thickness, resting on cement-improved layers of various thicknesses, considering the affected of soil-cement layer thickness (H) on the bearing capacity of square footing. Four different values of the relation thickness of reinforced layer divided by footing width (H/B) were tested, corresponding to 0.1, 0.3, 0.6, and 1. The sand layers compacted with dry unit weight (15.8 kN/m3), thus, achieving the state of dense soils (Dr=77%). Result showed that the (H/B) ratio affected the stress-settlement curves and increased bearing capacity with increasing H/B ratio. The results also showed two mechanisms of failure, the cement- reinforcement soil layer broke, showing a fissure was located close the footing’s edge and central axis or it was located close the footing’s edge only, according to the thickness of the reinforced layer.

ISSN: 2663-2284

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