Engineering Geology

Engineering Geology

 


The Journal of Engineering Geology is a scientific-research journal that has been published quarterly (four issues per year) since 2013 with the license number 2/24329 dated 2013-11-26 from the Ministry of Culture and Islamic Guidance. In this journal, submitted original research papers are reviewed anonymously by three expert reviewers. The original research papers are published in Persian with an English abstract and one English issue with a Persian abstract. The time frame for the initial review of received articles until the start of the review process is three days to one week, and the average time from receipt to assignment of the article is two months.
Dear researchers, the Journal of Engineering Geology of Kharazmi University welcomes your articles with the aim of publishing scientific articles and in order to expand research and advance knowledge in various fields of engineering geology: "environment, geotechnics (soil mechanics and rock mechanics), hydrogeology (groundwater), and geophysics."
The Journal of Engineering Geology is published electronically with open access.                              https://jeg.khu.ac.ir/files/site1/images/images.png

The Journal of Engineering Geology of Kharazmi University respects the rules of ethics in publications and is subject to the rules of the International Committee on Publication Ethics (COPE) and follows the relevant regulations.      
Respected researchers must carefully read the author's guide and comply with all the requirements for submitting an article, especially the detailed English abstract. They must also carefully complete the forms related to the commitment letter, conflict of interest, and other requested items and upload them to the system when submitting the article.


 

Publication Information

Publisher

Director-in-Charge
Editor-in-Chief
Manager

Frequency
Quarterly
Print ISSN
Online ISSN

Indexing and Abstracting

Keywords Cloud

  • bearing capacity
  • groundwater
  • soil improvement
  • Artificial neural network
  • Landslide
  • uniaxial compressive strength
  • Aggregate
  • Fuzzy logic
  • Numerical Modeling
  • Earthquake
  • Liquefaction
  • Lime
  • sand
  • shear strength
  • Sensitivity Analysis
  • dynamic analysis
  • finite element method
  • durability
  • Clay
  • damping ratio
  • Direct Shear Test
  • GIS
  • Weathering
  • artificial neural networks
  • Building stone
  • Stabilization
  • Site effect
  • Karst
  • Shear Wave Velocity
  • AHP
  • Dispersive soil
  • Limestone
  • Remote Sensing
  • Swelling
  • Settlement
  • Standard penetration test
  • Stability analysis
  • Pinhole test
  • MODFLOW
  • Retaining wall
  • Fine-grained soil
  • mineralogy
  • Iran
  • Cement
  • strength
  • Clay soil
  • Fracture toughness
  • Marl
  • tensile strength
  • Geographic Information System (GIS)
  • Land subsidence
  • Stability
  • geotechnical properties
  • shear modulus
  • mechanical properties
  • Numerical Simulation
  • Engineering properties
  • Pollution
  • ABAQUS
  • pumping test
  • Dam
  • Ground-Penetrating Radar (GPR)
  • Cyclic loading
  • Reliability
  • Hydraulic conductivity
  • Analytical Hierarchy Process
  • Sandstone
  • Unsaturated soil
  • Unconfined compressive strength
  • Squeezing
  • Kermanshah
  • Forward modeling
  • Influence Zone
  • Collapsible Soil
  • landslide hazard zonation
  • Optimization
  • Tunnel
  • Protection Zone
  • soil classification
  • Hydrogeology
  • rock blocks
  • GSI
  • water content
  • Geogrid
  • Numerical method
  • Tunneling
  • Relative density
  • soil-structure interaction
  • ultrasonic wave
  • Dynamic System
  • Sinkhole
  • GeoStudio
  • Hybrid
  • Geotextile
  • Improvement
  • PLAXIS
  • Bentonite
  • Gypsum karst
  • Shaking table
  • dilation
  • Mineralogical properties
  • Landslide zonation
  • Strong Ground Motion
  • Finite Element
  • Asmari formation
  • Interaction
  • Plasticity index
  • Ground Settlement
  • Regional Hazard Zonation
  • Monitoring
  • seepage
  • Rice Husk Ash
  • stone column
  • Uncertainty
  • Schmidt rebound hardness
  • Site selection
  • pH
  • internal friction angle
  • Grouting
  • Equivalent Shear Strength
  • reinforced Soil
  • Triaxial Test
  • Sodium Chloride
  • Sedimentary basin
  • Instrumentation
  • Environmental Pollution
  • landslide hazard
  • Rock mass
  • deformation modulus
  • Numerical Analysis
  • 3D Numerical Analysis
  • Plate load test
  • Hamedan
  • Bioavailability
  • slope
  • Excavation
  • Alborz dam
  • SEM
  • TBM Selection
  • Geology
  • Geocell
  • Probability analysis
  • XRD
  • Probabilistic seismic hazard analysis
  • modeling
  • Artificial stone
  • Near-fault Ground Motions
  • regression model
  • aquifer
  • Acid mine drainage
  • Elastic Modulus
  • permeability
  • Point load index
  • Alborz province
  • Drawdown cone
  • Kerman
  • Information value
  • Amplification
  • Quality control
  • FLAC
  • solubility
  • Hydrated Lime
  • drought
  • Engineering geological properties
  • Saturated sand
  • Mode I
  • Cementation
  • river
  • Geomechanical parameters
  • Loading frequency
  • slope Stability
  • Anisotropy
  • micropile
  • Fault
  • Probabilistic seismic hazard analysis (PSHA)
  • Pore water pressure
  • Consolidation
  • GEP
  • Equivalent linear method
  • dynamic properties
  • Deterioration
  • Gravel content
  • VENSIM Software
  • Water quality
  • Concrete
  • Nanoclay
  • alluvium
  • ABAQUS software
  • seismic design
  • Surcharge Pressure
  • Environment
  • silty sand
  • Triaxial
  • active fault
  • Brazilian test
  • Frequency ratio
  • SEM images
  • Seepage Erosion
  • Slake durability index
  • salt weathering