PhD and MSc Theses

PhD and MSc Theses, since 1988

Advisor PROF. Assaf Klar
Advisor’s Email klar@technion.ac.il
Advisor’s Home-Site http://cee.technion.ac.il/klar
No of theses 16
Department Civil and Environmental Engineering
Department Web Site cee.technion.ac.il/?lang=he
Student’s Name Graduation Year Degree Abstracts Research Name
Cohen Eitan 2021 PhD Abstracts Geomechanical Aspects of Sand Migration in Gas Hydrate-Bearing Sediments
Elkayam Itai 2013 PhD Abstracts Tunneling Induced Ground Displacements and Their Effects on Structures
Pinkert Shmuel 2012 PhD Abstracts Solution of Steady State Plastic Flow Problems in Saturated Clays
Nissim Ori 2023 MSc Abstracts Pull-out Behavior of Rock Bolts and Anchors: use of Fiber Optic Sensing for Studying the Interaction between Anchor, Grout and Rock
Magen Shelly 2023 MSc Abstracts Evaluation of Contact Stresses using Distributed Fiber Optic Sensing with Sensor Placement Optimization
Shoham Etna 2020 MSc Fourier Based Solution for Tunneling Effects on Buried Infrastructure
Lloyd Noam 2018 MSc Abstracts Peudo Static Characterization of Slopes Subjected to Higher Accelerationthan than the Critical One
Hermann Shoshana 2017 MSc Abstracts Leakage-Induced Pipeline Stressing
Klein Boaz 2016 MSc Abstracts Prediction of 3D Tunneling Induced Ground Displacements in Saturated Clays using the Mobilized Strength Design Method
Charas Ziv 2015 MSc Abstracts The Effect of Particle Migration on the Mechanical Behavior of Methane Hydrate Sediment
Normand Eitan 2015 MSc Abstracts Reinforced Earth Walls – Inclusion of Advanced Aspects in Rational Design
Dromy Idan 2014 MSc Abstracts Monitoring Tunneling Induced Ground Displacements Using Distributed Fiber-Optic Sensing
Tune Michal 2014 MSc Abstracts BOTDR Based System for Automated Detection of Sinkhole Formation
Eyov Erez 2013 MSc Abstracts Progressive Acoustic-Gravity Waves on Top of an Elastic Seabed
Sas Tal 2010 MSc Abstracts Rational Design of Reinforced Soil Walls using Kinematic Constraints
Kopito Dor 2015 MSc Abstracts An Anisotropic Hypoplastic Constitutive Model for Soft Soils and its Use in Tunneling Problems