- الرئيسية
- عن الجامعة
- بسيونى متولى عبد العزيز الجارحى
بسيونى متولى عبد العزيز الجارحى
الاستاذ الدكتور بسـيونى الجارحى أستاذ الهندسة الجيوتكنيكية والاساسات بقسم الهندسة المدنية في جامعة تبوك بالمملكة العربية السعودية منذ عام ٢٠٠٨، وشغل منصب رئيس قسم الهندسة المدنية من أكتوبر ٢٠١٤ إلى يونيو ٢٠٢٠. وقد درّس مقررات الهندسة الجوتكنيكية والأساسات وهندسة الانشاءات في الجامعة لما يقارب 26 عامًا، بعد أن عمل لسنوات كمهندس مدني ممارس. وهو مهندس استشاري معتمد فى مجال الهندسة الجيوتكنيكية والاساسات في مصر. وإلى جانب إشرافه على العديد من رسائل الماجستير والدكتوراه في هندسة التربة، فقد نشر أكثر من ٣٧ بحثًا في مجلات ومؤتمرات دولية متخصصة.
السيرة الذاتية
جدول الدراسة
الابحاث والمؤلفات
المشاريع البحثية
الجوائز
الخبرات والمناصب الإدارية
- المشرف على قسم الهندسة المدنية خلال الفترة من اكتوبر 2014 الى يونيو 2020
المؤهلات العلمية
- دكتوراه فى الهندسة الجيوتقنية والاساسات (1999م)
- ماجستير فى الهندسة الجيوتقنية والاساسات (1994م)
- بكالوريوس فى الهندسة المدنية (1989م)
الاهتمامات البحثية
الاساسات على التربة الانتفاشية، تحليل التفاعل المتبادل بين الاساس والتربة، الاساسات الخازوقية، تحسين خصائص التربة باستخدام خوازيق من الرمل المدموك
| Day | Course | Time | Course | Time |
|---|---|---|---|---|
| الأحد |
ACSE1211: Foundation Engineering Room#: 1-6-0-14 |
09:30 - 11:00 AM |
CIEN1406: Geotechnical Engineering (2) Room#: 1-6-0-8 |
1:00 - 2:00 PM |
| الإثنين |
CIEN1411: Foundation Engineering Room#: 1-6-0-4 |
09:30 - 11:00 AM | Office hours | 11:00 - 2:00 PM |
| الثلاثاء |
ACSE1211: Foundation Engineering Room#: 1-6-0-14 |
09:30 - 11:00 AM |
CIEN1406: Geotechnical Engineering (2) Room#: 1-6-0-8 |
1:00 - 2:00 PM |
| الأربعاء |
CIEN1411: Foundation Engineering Room#: 1-6-0-4 |
09:30 - 11:00 AM | Office hours | 11:00 - 2:00 PM |
| الخميس |
CIEN1406: Geotechnical Engineering (2)_Laboratory Room#: 1-11-0-3 |
10:00 - 12:00 PM | Office hours | 12:00 - 2:00 PM |
A method for nonlinear analysis of raft resting on multilayered heterogeneous soils
International Journal of Geomechanics
DOI
https://doi.org/10.1061/(ASCE)GM.1943-5622.0002381
A simplified method for the nonlinear analysis of composite piled raft foundation
Geotechnical and Geological Engineering
DOI
https://doi.org/10.1007/s10706-022-02159-w
Analysis of Inverted T-Section Strip Footing Resting on Expansive Soils
KSCE Journal of Civil Engineering
DOI
https://doi.org/10.1007/s12205-024-1427-3
Behavior of Stiffened Rafts Resting on Expansive Soil and Subjected to Column Loads of Lightweight-Reinforced Concrete Structures
Buildings
DOI
https://doi.org/10.3390/buildings14030588
Estimating the Climate Controlled Soil Parameters and the Distorted Mound Shape for Analysis of Stiffened Rafts on Expansive Soils
Advances in Civil Engineering
DOI
https://doi.org/10.1155/2024/5599356
Procedure for Nonlinear Analysis of Laterally Loaded Single Piles and Pile Groups
2. El-Garhy, B.M, Alahmari, T.S., and Abdel Galil, A.
DOI
https://doi.org/10.28991/CEJ-2025-011-09-05
A method for nonlinear analysis of raft resting on multilayered heterogeneous soils
International Journal of Geomechanics
DOI
10.1061/(asce)gm.1943-5622.0002381
A simplified method for the nonlinear analysis of composite piled raft foundation
Geotechnical and Geological Engineering
DOI
10.1007/s10706-022-02159-w
Analysis of Inverted T-Section Strip Footing Resting on Expansive Soils
KSCE Journal of Civil Engineering
DOI
10.1007/s12205-024-1427-3
Behavior of Stiffened Rafts Resting on Expansive Soil and Subjected to Column Loads of Lightweight-Reinforced Concrete Structures
Buildings
DOI
10.3390/buildings14030588
Estimating the Climate?Controlled Soil Parameters and the Distorted Mound Shape for Analysis of Stiffened Rafts on Expansive Soils
Advances in Civil Engineering
DOI
10.1155/2024/5599356
| 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
الهندسة المدنية
التخصص الدقيق
الهندسة الجيوتكنيكية
الجنسية
المصرية
المسمى الوظيفي
استاذ