Geotechnical Engineering

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Title and Authors

GTE001

Pullout Resistance For Footing And Footing Groups //\\ AMR RADWAN- DALIA BAHAA – AL-SHAIMAA MOHAMED

GTE002

Experimental Study Of Mechanical Behaviour Composite Material Isobeton  //\\ KHALED BOUDJELLAL – M. HIDJEB

GTE003

Stress History Effect On The Small Strains Behaviour Of Re-Compacted Clay //\\ AHMED ROUILI

GTE005

A Comparative Study Of Two Methods Of Measuring Pore  Pressure In Clay Under Triaxial Cyclic Loading  //\\ MUSTAPHA HIDJEB – N.  KHALDI 

GTE006

Response Of Different Footing Shapes Resting On Reinforced Sandy Soil Underlain By Weak Soil  //\\ NAHED E. MAREI

GTE007

Deterministic Productivity Model For Horizontal Directional Drilling  //\\ TAREK ZAYED – MOHAMED I. AMER – BHASKER DUBEY – MOHIT GUPTA

GTE009

Numerical Analysis Of A Road Embankment Constructed On Soft Clay Stabilized With Deep Mix-In-Place Soil Cement Columns  //\\  AHMED MOSALEM – M.A. MANSOUR – A.O. HINDI   - C.N. MATTA -

GTE012

A Theoretical Study Of A Three-Dimensional Pressure Mobilized In A Cohesionless Soil By A Single Pile Or A Vertical Screen Of Limited Width With A Loaded Free Face //\\ N.  KHALDI  - M. HIDJEB – M.MEKSAOUINE

GTE015

Repair Technique For Damaged Pipe Rack Foundation – Case Study  //\\ AMANY MICHEAL – ASHRAF GIRGIS

GTE019

Behavior Of Reoinforced Organic Clay //\\ NAHED E. MAREI

GTE021

Non-Deterministic Tunneling Analysis Using A.I. Based Techniques: Genetic Programming Vs Artificial Neural Networks  //\\ A. A. AHMED – H. A. ALI – S. M. ELARABY – T. M. ELKATEB – S. M. NOURELDIN

GTE022

Non Liear Analysis Of A Pile Subjected To Vertical Loads //\\ M. AMRANE  - SALAH MESSAST – A. BOUMEKIK

GTE023

Behavior Of Footing Supported By Two – Layered Sand Formation  //\\ AMR M. RADWAN – M. B. ANWAR – M. A. MOSTAFA – M. A. ATTIA

GTE024

Evolutionary Reliability-Based Tunneling Design Techniques //\\ A. A. AHMED – H. A. ALI – S. M. ELARABY – T. M. ELKATEB – S. M. NOURELDIN

GTE025

Assessment Of Sheet Pile-Soil Interaction Performance For Offshore Cofferdams  //\\ HISHAM ARAFAT MAHDI – FAROUK I. EL-KADI

GTE026

Modes Of Excitation For Pulse Wave Velocity Tests //\\  DEYAB GAMAL-EL-DEAN – M. KARRAY – G. A. LEFEBVRE

GTE027

Evaluation Of Sandy Soil Parameters By Correlating Field And Laboratory Measurements  //\\ ASHRAF MOHAMED M.EID – MOHAMED EL ASSALY 

GTE028

Experimental Study Of Harmonic Vertical Displacement Generated At The Soil-Foundation Interface Experimental Study Of Harmonic Vertical Displacement Generated At The Soil-Foundation Interface  //\\ AHMED BOUMEKIK – HEDI HASSIS – FAOUZI MERIBOUT 

GTE029

New Suggested Approach for Design of Large Diameter Bored Piles Based on Finite Element Analysis //\\ A. M. RADWAN – A. H. ABDEL-RAHMAN – MOHAMED RABIE – M. F. AWAD-ALLAH

GTE030

Non Linear Effects On The Soil Pile Interaction For Lateral Loadings  //\\ HENIA MAOUCHE 

GTE031

Reliability Assessment Of Multi-Tier Mechanically Stabilized Earth Wall  //\\ REDA EL-BORDANY

GTE032

Correlations Between Relative Density And Compaction Test Parameters //\\ YOUSSEF GOMAA  - GIHAN ABDELRAHMAN 

GTE033

Ground Motions & Site Amplification Factors Due To Different Records Of Bedrock Earthquakes //\\ KAMAL MOHAMED HAFEZ ISMAIL

GTE034

New Technique Of Ground Improvement By Using Vacuum Preloading Method With Pvds  //\\ ALI H. MAHFOUZ – H. L. LIU  - M. A. SAKR – S. I. SHALABY

GTE035

Analysis Of Deflected Basin Of Falling Weight  Deflectometer //\\ KAMAL MOHAMED HAFEZ ISMAIL – D. B. HAMDY

GTE036

Dynamic Behavior Of The Grounds Reinforced By Geotextile //\\ T. KARECH  - H.ZGHINA – N..LHBARI – M.CHELIHI

GTE037

Partial Factor Design Applied To Foundations And Their Interaction With The Ground //\\ J. GRÜNBERG

GTE038

Approximate Equation For Consolidation Of Partially Penetrating Vertical Drain  //\\ GEORGE MAURICE ISKANDER 

GTE039

Behavior Of Large Diameter Monopiles Under Cyclic Horizontal Loadingbehavior Of Large Diameter Monopiles Under Cyclic Horizontal Loading //\\ M. ACHMUS  - K. ABDEL-RAHMAN – Y.–S. KUO

GTE040

Properties Of Treated Expansive Soil //\\ HODA ABD ELHADY 

GTE041

Numerical Analysis For Deformational Behaviour Of Different Length Piled Raft In Cohesive Soils //\\ MOHAMED MONIR MORSY – S. M. EL-SAYED  - M. M. MOHAMED 

GTE042

Sandy Soil Improvement Using Grouting //\\ ABDEL-MONEM MOUSSA  - FATMA EL-ZAHRAA BALIGH  - TAHIA ABDEL-MONEM AWAD  - ASMAA EL-ROKH 

GTE043

Prediction Of The Responses To Groundwater Recharge: Case Study At West El-Nubariya Canal, Egypt //\\ MONA.M. EID – MOHAMMED TAHA ABDELRAHMAN – E.A. ZAGHLOUL – S.F. ELBEIH

GTE044

Earth Pressure On Cut-And-Cover Tunnels In Sandy Soil During Seismic Motion //\\ AHMED T. H. KHAIRY

GTE045

Inverse Design Of Natm Tunnels By Neural Networks //\\ F. M. EL-NAHHAS – H. E. A. ALI – S. M. EL-ARABY – H. E. ABDELBARY

GTE046

Numerical Analysis Of Vertical Side Wall Rock Tunnels Without Lining Subjected To Internal Blasting Loading Using Autodyn //\\  ADEL. M. BELAL

GTE047

Simplified Approach to Estimate the Natural Vibration Period of Structures with Coupled Shear Wall Subjected to Seismic Loading //\\ M. HASSANEN

GTE048

Dynamic Response Of Coarse Grained Soil Under The Effect Of Nuclear Blast Waves//\\ M. N. FAYED – MOHAMED. A. ABDEL-MOTAAL – A. M. ABD ELALL

 

 

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