PhD and MSc Theses
PhD and MSc Theses, since 1988
| Student’s Name |
Graduation Year |
Degree |
Abstracts |
Research Name |
| Omer Itamar |
2024 |
PhD |
Abstracts |
In-Soil Measurement of the Full States of Stress and Strain |
| Nachum Shay |
2022 |
PhD |
Abstracts |
Moisture, Strain, Stress and Strength in a Swelling Clay during and Following Laterally Confined Saturation |
| Mehr Arilon |
2016 |
PhD |
Abstracts |
Pore Water Pressure Generation in Saturated Sand during Earthquakes |
| Serfaty Daniel |
2024 |
MSc |
Abstracts |
Evaluation of the Coefficient of Earth Pressure at-Rest (K0) of Different Sands based on Direct Measurement |
| Rabin Malka Daya |
2022 |
MSc |
Abstracts |
Considering Soil Arching using Continuum Mechanics Approach versus Results of Laboratory Models in Granular Soils |
| Dolev Noa |
2021 |
MSc |
Abstracts |
Investigation of Soil Response to Static and Cylic Loading Using Soil Pressure Sensors and Strain Sensors |
| Coriat Yosef |
2021 |
MSc |
Abstracts |
Estimation of Parameters for Pile Design in Israel on the Basis of Results of Pile Loading Tests |
| Matani Shihab |
2019 |
MSc |
Abstracts |
The Influence of Density and Moisture Content on the Resilient Modulus of Clayey Subgrdes |
| Allaldin Murad |
2019 |
MSc |
Abstracts |
Effect of Wall Friction on Earth Pressures and Deformations in Geotechnical Modeling |
| Omer Itamar |
2019 |
MSc |
Abstracts |
Development of a Methodology for the Use of a Push-In Pressure Cell in Sand, through Investigation of the Penetration Mechanism of a Pile |
| Nachum Shay |
2018 |
MSc |
Abstracts |
The Relationship Between Three Dimensional Stresses and Strains During One Dimensional Loading, Unloading and Swelling of Unsaturated Clay |
| Dabush Razi |
2018 |
MSc |
Abstracts |
Development of a Hybrid Soil Pressure Transducer to Reduce the Effect of Arching |
| Mazuz Ofer |
2016 |
MSc |
Abstracts |
Measurement and analysis of lateral pressure of concrete on vertical formwork using geotechnical tools |
| Avraham-Katriel Rachel |
2014 |
MSc |
Abstracts |
Measurement of Pressures Acting on and around a Driven Model of a Pile in Sand |
| Tel-Avivi Nissim |
2012 |
MSc |
Abstracts |
Evaluation of Parameters for the Reliable Analysis of Rockfall Trajectories |
| Primo Hadas |
2011 |
MSc |
Abstracts |
Use of ANSS as a Stabilizer for Fine Grained Swelling Soils |
| Bar-Ya’akov Nadav |
2008 |
MSc |
Abstracts |
Pressure Distribution on a Buried Structure under Static Pressure at Ground Level |
| Horany Hanna |
2006 |
MSc |
Abstracts |
An Experimental Study to Predict Static Contact Pressure on a Buried Structure under Static Loads at the Ground Surface |
| Shehadeh Sharbel |
2005 |
MSc |
Abstracts |
Determination of Mechanical Parameters of an Anisotropic Chalk as a Function of Degree of Saturation |
| Khoury Aammar |
2005 |
MSc |
Abstracts |
Computation of Sheet Pile Walls Based on the Subgrade Reaction Method |
| Nawatha Hana |
2004 |
MSc |
Abstracts |
A Study of the Behavior and Strength of Undisturbed Sand Samples in Drained Triaxial Tests |
| Schwartz Keren |
2002 |
MSc |
Abstracts |
The Behaviour of Undisturbed, Saturated Sand during Undrained Shear |
| Abelev Andrey |
1997 |
MSc |
|
The Stress-Strain-Strength Behaviour of Clayey Sand Under General Loading Conditions |
| Brafman Marcelo |
1996 |
MSc |
|
Determination of Elastic Parameters of Transversely Isotropic Rocks |
| Shvartsman Asia |
1995 |
MSc |
|
Residual Strength of Cohesive Soils in Israel |
