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Effect of Subsurface Conditions on the Behavior of Footing by Using PLAXIS Software

المصدر: مجلة العلوم والدراسات الإنسانية
الناشر: جامعة بنغازي - كلية الآداب والعلوم بالمرج
المؤلف الرئيسي: Gabar, Mohamad G. Mohamad (Author)
المجلد/العدد: ع20
محكمة: نعم
الدولة: ليبيا
التاريخ الميلادي: 2016
الشهر: نوفمبر
الصفحات: 1 - 15
DOI: 10.37376/1571-000-020-005
ISSN: 2312-4962
رقم MD: 763389
نوع المحتوى: بحوث ومقالات
اللغة: الإنجليزية
قواعد المعلومات: HumanIndex
مواضيع:
كلمات المؤلف المفتاحية:
Rigid Footing | Flexible Footing | Subsurface Conditions | Displacements | Stresses
رابط المحتوى:
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المستخلص: The purpose of this paper is to present the study on the effect of soil below the footing on the footing behavior. Also, it used two types of footings (Rigid and Flexible Footings). Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings are designed to transmit these loads to the soil without exceeding its safe bearing capacity, to prevent excessive settlement of the structure to a tolerable limit, to minimize differential settlement, and to prevent sliding and overturning. PLAXIS, finite element software package, was used to perform numerical modeling and analyses to evaluate the structural response and behavior of the square footing. The results show that the soil conditions below the footing may have a significant effect on the footing behavior such as vertical and horizontal displacements, stresses, and shear strains and should be considered during the design of footing.

ISSN: 2312-4962