Numerical Estimation of Settlement under a Shallow Foundation by the Pressuremeter Method
محل انتشار: ژورنال مهندسی عمران، دوره: 6، شماره: 1
سال انتشار: 1399
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 11
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شناسه ملی سند علمی:
JR_CEJ-6-1_013
تاریخ نمایه سازی: 28 تیر 1404
چکیده مقاله:
This work has two axes: The first one is theoretical (bibliographic analysis) on the theoretical estimation of the settlement under a Shallow foundation with the contribution of the characteristics of the results of the pressurometric tests and the second numerical axis by the numerical evaluation of the settlement generated by a superficial foundation that always happens by estimating the carrying capacity of these foundations by two methods the first is the classical method and the second the empirical method based on the direct interpretation of the in situ test such as the pressuremeter test by the determination Pressuremeter characteristics (Limit pressure (Pl) and the Pressuremeter module (EM)), our contribution consists in using a calculation code based on the finite element method with the contribution of two laws of elastoplastic behavior namely Mohr-Coulomb and Cam- Clay we use geotechnical survey results project of the railway line project (Tissemesilt-Alger-Bughazoul) in Algeria.This work has two axes: The first one is theoretical (bibliographic analysis) on the theoretical estimation of the settlement under a Shallow foundation with the contribution of the characteristics of the results of the pressurometric tests and the second numerical axis by the numerical evaluation of the settlement generated by a superficial foundation that always happens by estimating the carrying capacity of these foundations by two methods the first is the classical method and the second the empirical method based on the direct interpretation of the in situ test such as the pressuremeter test by the determination Pressuremeter characteristics (Limit pressure (Pl) and the Pressuremeter module (EM)), our contribution consists in using a calculation code based on the finite element method with the contribution of two laws of elastoplastic behavior namely Mohr-Coulomb and Cam- Clay we use geotechnical survey results project of the railway line project (Tissemesilt-Alger-Bughazoul) in Algeria.
کلیدواژه ها:
Settlement Bearing Capacity Shallow Foundation Pressuremeter Test Limit Pressure.
نویسندگان
Houari Ouabel
Department of Civil Engineering, Faculty of Technology, University of Tlemcen,, Algeria
Abdeldjalil Zadjaoui
Department of Civil Engineering, Faculty of Technology, University of Tlemcen,, Algeria
Assia Bendiouis-Benchouk
Department of Civil Engineering, Faculty of Technology, University of Tlemcen,, Algeria