Farzad Zivari
Academic Profile
Posts
Contact Information
-Email
92fac370-f07e-47dc-93a8-f91a0618ba8eApplyChance Link
Educations
Supervisor's name :Prof. Mohammad Mohsen Toufigh
Title :
Geotechnical Engineering
Title :
Civil Engineering
Work Experiences
senior project manager
English Scores
IELTS31-Jan-2021
6/9Total
Reading :
5.5/9
Speaking :
6.5/9
Listening :
5.5/9
Writing :
5.5/9
Conferences
Your Presentation Title :
Numerical study of the strength reduction of lime concrete columnsdue to the capillary action and groundwaterConference Name :The Second International and the FourthNational Conference of Architecture, Construction, and Urban Environment, Iran, June 2016.
Your Presentation Title :
Investigation of the the load-settlement behavior of lime concrete columns surrounded by cohesive clay under uniaxial loads and various moisture conditionsConference Name :The Second National Conference on Civil Engineering, Architecture and Urbanism Islamic Iran urban management approach, Iran, June 2016
Your Presentation Title :
Numerical modelling of the effect of moisture on the strengthvariations rate of lime concrete columns surrounded by two different types of cohesiveclayConference Name :3rd International Conference on Research in Science and Technology, Berlin, Germany, July 2016.
Your Presentation Title :
Investigation of the effect of shear strength of surrounded soil on thestrength of lime concrete column under axial load and various moisture environmentsConference Name :2ndInternational Conference on new Research findings of Sciences, Engineering andTechnology, Istanbul, Turkey, August 2016.
Journal Publications
Publication Title :
Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid",Third author
Link :
Publication Title :
Effect of curing, capillary action, and groundwater level on geotechnical properties of lime concrete (An experimental and prediction study)Fourth author
Link :
Publication Title :
The impact of long-term curing period on the mechanical features of lime-geogrid treated soilsThird author
Link :
Research Keywords
Mechanical properties
phenomenological model
UCS
curing
clay
lime-geogrid
Lime concrete
Degree of saturation
Curing time
Unconfined compressive strength
Secant modulus
Failure strain
Deformability and brittleness indices
Lime and geogrid stabilised kaolinitic clay
deformability and brittleness indexes
resilient modulus
Awards
First Rank Student in UniversityBachelor