بسيوني متولي عبدالعزيز الجارحي

الاستاذ الدكتور بسـيونى الجارحى أستاذ الهندسة الجيوتقنية والاساسات بقسم الهندسة المدنية بجامعة تبوك

السيرة الذاتية

جدول الدراسة

الابحاث والمؤلفات

المشاريع البحثية

الجوائز

اليوم	المادة	الوقت
الأحد	Foundation on problematic soils	10:00 - 11:30
الإثنين	Foundation Engineering	09:30 - 11:00
الثلاثاء	Foundation on problematic soils	10:00 - 11:30
الأربعاء	Foundation Engineering	09:30 - 11:00

اسم المشروع	وصف المشروع
Analysis of composite piled raft foundation for coastal buildings resting on weak soils along the Red Sea coast of Saudi Arabia	The major objective of this research is to develop an analysis method to analyze the composite piled raft foundation subjected to vertical loads A computer program will be developed based on the finite element method to analyze the composite piled raft foundation using the proposed method of analysis The accuracy of the proposed analysis method will be verified through comparisons with existing analysis methods and field measurements
Behavior of Raft Foundation Constructed on Soft Soil Reinforced with Granular Piles	Behavior of Raft Foundation Constructed on Soft Soil Reinforced with Granular Piles, University of Tabuk, KSA
Analysis of strip footings resting on weak soil reinforced by stone columns	Analysis of strip footings resting on weak soil reinforced by stone columns, University of Tabuk, KSA
Computer program for analysis of raft on settlement reducing piles	Computer program for analysis of raft on settlement reducing piles, University of Tabuk, KSA
Developing Computer Aided Learning Package For Teaching Geotechnical Engineering I Course	Developing Computer Aided Learning Package For Teaching Geotechnical Engineering I Course, University of Tabuk, KSA
A rational approach to the design of a foundation system for lightweight structures resting on expansive soil in the Tabuk area	The objectives of this research project are: to improve our knowledge about the engineering properties and performance of expansive soil in the Tabuk area as a supporting soil for different foundation systems The intent is to select the appropriate foundation system for the lightweight structures resting on expansive soil in the Tabuk area, and more specifically, to provide a rational approach for the design of the foundation system to be able to accommodate the movements in the expansive soil and mitigate or eliminate the damage of the lightweight structures
The hidden disaster: Expansive soils-practical recommendations for Saudi Building Code in the light of Saudi Arabias vision-2030	In light of Saudi Arabias vision-2030, urban development is rapidly increasing and thus, the possibility of constructing lightweight structures on expansive soils in different areas of Saudi Arabia increases This highlights the crucial need for practical recommendations to help civil engineers to mitigate or eliminate the potential problems and damages to lightweight structures constructed on expansive soils The objective of this research proposal is to provide practical recommendations to the Saudi Building Code (SBC) pertaining to expansive soils in the KSA These recommendations concern soil properties, identification and classification, criteria for selection of appropriate foundation systems, design of foundation systems, updating the soil existence locations, and mitigation measures
Analysis of composite piled raft foundation for coastal buildings resting on weak soils along the Red Sea coast of Saudi Arabia	The major objective of this research is to develop an analysis method to analyze the composite piled raft foundation subjected to vertical loads A computer program will be developed based on the finite element method to analyze the composite piled raft foundation using the proposed method of analysis The accuracy of the proposed analysis method will be verified through comparisons with existing analysis methods and field measurements A parametric study will be carried out to study the effect of various parameters on the behavior of the composite piled raft foundation These parameters include thickness of the raft, number of short and long piles, relative stiffness between short and long piles and thickness and stiffness of granular layer

الكلية

كلية الهندسة

التخصص العام

هندسة انشائية

التخصص الدقيق

هندسة جيوتكنيكية

الدرجة العلمية (المرتبة)

دكتوراه

الجنسية

المصرية

المسمى الوظيفي

استاذ

تاريخ آخر تعديل:2026/01/11 - 08:45 ص22/رجب/1447 - 11:45بتوقيت السعودية

اسم المشروع

وصف المشروع

Analysis of composite piled raft foundation for coastal buildings resting on weak soils along the Red Sea coast of Saudi Arabia

Behavior of Raft Foundation Constructed on Soft Soil Reinforced with Granular Piles

Behavior of Raft Foundation Constructed on Soft Soil Reinforced with Granular Piles, University of Tabuk, KSA

Analysis of strip footings resting on weak soil reinforced by stone columns

Analysis of strip footings resting on weak soil reinforced by stone columns, University of Tabuk, KSA

Computer program for analysis of raft on settlement reducing piles

Computer program for analysis of raft on settlement reducing piles, University of Tabuk, KSA

Developing Computer Aided Learning Package For Teaching Geotechnical Engineering I Course

Developing Computer Aided Learning Package For Teaching Geotechnical Engineering I Course, University of Tabuk, KSA

A rational approach to the design of a foundation system for lightweight structures resting on expansive soil in the Tabuk area

The objectives of this research project are: to improve our knowledge about the engineering properties and performance of expansive soil in the Tabuk area as a supporting soil for different foundation systems The intent is to select the appropriate foundation system for the lightweight structures resting on expansive soil in the Tabuk area, and more specifically, to provide a rational approach for the design of the foundation system to be able to accommodate the movements in the expansive soil and mitigate or eliminate the damage of the lightweight structures

The hidden disaster: Expansive soils-practical recommendations for Saudi Building Code in the light of Saudi Arabias vision-2030

In light of Saudi Arabias vision-2030, urban development is rapidly increasing and thus, the possibility of constructing lightweight structures on expansive soils in different areas of Saudi Arabia increases This highlights the crucial need for practical recommendations to help civil engineers to mitigate or eliminate the potential problems and damages to lightweight structures constructed on expansive soils

The objective of this research proposal is to provide practical recommendations to the Saudi Building Code (SBC) pertaining to expansive soils in the KSA These recommendations concern soil properties, identification and classification, criteria for selection of appropriate foundation systems, design of foundation systems, updating the soil existence locations, and mitigation measures

Analysis of composite piled raft foundation for coastal buildings resting on weak soils along the Red Sea coast of Saudi Arabia

The major objective of this research is to develop an analysis method to analyze the composite piled raft foundation subjected to vertical loads A computer program will be developed based on the finite element method to analyze the composite piled raft foundation using the proposed method of analysis The accuracy of the proposed analysis method will be verified through comparisons with existing analysis methods and field measurements A parametric study will be carried out to study the effect of various parameters on the behavior of the composite piled raft foundation These parameters include thickness of the raft, number of short and long piles, relative stiffness between short and long piles and thickness and stiffness of granular layer