A
-
Artificial Neural Network
Elastic modulus prediction of limestone using multiple variable regression and artificial neural network [Volume 5, Number 3 & 4, 2012, Pages 33-38]
B
-
Back propagation neural network
Estimation of the deformation modulus of Asmari limestone in Zagros Mountains, Iran, using a neural network –genetic model [Volume 5, Number 1 & 2, 2012, Pages 93-100]
-
Beheshtabad water conveyance tunnel
The selection of the most suitable excavation method of Beheshtabad water conveyance tunnel [Volume 5, Number 1 & 2, 2012, Pages 69-82]
-
Boroujerd
The study of the engineering geological properties of Boroujerd granites [Volume 5, Number 1 & 2, 2012, Pages 1-16]
-
Brittle rock
Experimental study on effect of pre-crack on creep behavior of brittle rocks [Volume 5, Number 3 & 4, 2012, Pages 39-48]
C
-
CBR
The study of efficiency of quicklime and hydrated lime for stabilization of forest soils contains organic materials [Volume 5, Number 3 & 4, 2012, Pages 67-80]
-
Clayey soil
Improvement of clayey soils using lime in the south west of Hamedan [Volume 5, Number 3 & 4, 2012, Pages 1-16]
-
Cleavage
Stability analysis of large rock slopes for Sardasht dam hydraulic power plant trenches considering rock cleavage [Volume 5, Number 1 & 2, 2012, Pages 17-26]
-
Collapsible criteria
Identification and evaluation of mechanical behavior collapsible soil
(case study in north eastern of Iran( [Volume 5, Number 1 & 2, 2012, Pages 27-40]
-
Collapsible potential
Identification and evaluation of mechanical behavior collapsible soil
(case study in north eastern of Iran( [Volume 5, Number 1 & 2, 2012, Pages 27-40]
-
Compressive strength
The study of efficiency of quicklime and hydrated lime for stabilization of forest soils contains organic materials [Volume 5, Number 3 & 4, 2012, Pages 67-80]
-
Compress strength
Elastic modulus prediction of limestone using multiple variable regression and artificial neural network [Volume 5, Number 3 & 4, 2012, Pages 33-38]
-
Crack
Experimental study on effect of pre-crack on creep behavior of brittle rocks [Volume 5, Number 3 & 4, 2012, Pages 39-48]
-
Creep
Experimental study on effect of pre-crack on creep behavior of brittle rocks [Volume 5, Number 3 & 4, 2012, Pages 39-48]
D
-
Deformation modulus of rock mass
Estimation of the deformation modulus of Asmari limestone in Zagros Mountains, Iran, using a neural network –genetic model [Volume 5, Number 1 & 2, 2012, Pages 93-100]
-
Dilatomet
Determination of geological and geotechnical parameters of rock mass along penstock tunnels of Rudbar-Lorestan dam [Volume 5, Number 3 & 4, 2012, Pages 49-66]
-
Dust classification
Dust storm detection and classification in the Middle East using the combination of reflectance and thermal infrared properties of MODIS sensor [Volume 5, Number 1 & 2, 2012, Pages 83-92]
-
Dust storm detection
Dust storm detection and classification in the Middle East using the combination of reflectance and thermal infrared properties of MODIS sensor [Volume 5, Number 1 & 2, 2012, Pages 83-92]
E
-
Earthquake risk evaluation
An investigation on the seismicity of Iran seismotectonic provinces using Monte Carlo simulation [Volume 5, Number 1 & 2, 2012, Pages 59-68]
-
Elastic modulus
Elastic modulus prediction of limestone using multiple variable regression and artificial neural network [Volume 5, Number 3 & 4, 2012, Pages 33-38]
-
Empirical relations
Determination of geological and geotechnical parameters of rock mass along penstock tunnels of Rudbar-Lorestan dam [Volume 5, Number 3 & 4, 2012, Pages 49-66]
-
Engineering geology
Evaluation of soil abrasiveness in mechanized tunneling with special attitude to the Tabriz metro line1 [Volume 5, Number 1 & 2, 2012, Pages 41-58]
F
-
FAHP
The selection of the most suitable excavation method of Beheshtabad water conveyance tunnel [Volume 5, Number 1 & 2, 2012, Pages 69-82]
-
Fracture mechanics
Experimental study on effect of pre-crack on creep behavior of brittle rocks [Volume 5, Number 3 & 4, 2012, Pages 39-48]
G
-
Genetic Algorithm
Estimation of the deformation modulus of Asmari limestone in Zagros Mountains, Iran, using a neural network –genetic model [Volume 5, Number 1 & 2, 2012, Pages 93-100]
-
Geological and geotechanical parameters
Determination of geological and geotechnical parameters of rock mass along penstock tunnels of Rudbar-Lorestan dam [Volume 5, Number 3 & 4, 2012, Pages 49-66]
-
Geotechnical parameters
The study of efficiency of quicklime and hydrated lime for stabilization of forest soils contains organic materials [Volume 5, Number 3 & 4, 2012, Pages 67-80]
-
Granite
The study of the engineering geological properties of Boroujerd granites [Volume 5, Number 1 & 2, 2012, Pages 1-16]
-
Groundwater
The effect of leachate of Hamedan landfill site on ground water [Volume 5, Number 3 & 4, 2012, Pages 81-92]
H
-
Hamedan
Improvement of clayey soils using lime in the south west of Hamedan [Volume 5, Number 3 & 4, 2012, Pages 1-16]
-
Hamedan
The effect of leachate of Hamedan landfill site on ground water [Volume 5, Number 3 & 4, 2012, Pages 81-92]
I
-
Indentation test
Introducing single particle loading apparatus and repeatability of the results [Volume 5, Number 3 & 4, 2012, Pages 17-32]
-
In-situ and laboratory tests
Determination of geological and geotechnical parameters of rock mass along penstock tunnels of Rudbar-Lorestan dam [Volume 5, Number 3 & 4, 2012, Pages 49-66]
-
Iran seismicity
An investigation on the seismicity of Iran seismotectonic provinces using Monte Carlo simulation [Volume 5, Number 1 & 2, 2012, Pages 59-68]
L
-
Landfill
The effect of leachate of Hamedan landfill site on ground water [Volume 5, Number 3 & 4, 2012, Pages 81-92]
-
Limestone
Elastic modulus prediction of limestone using multiple variable regression and artificial neural network [Volume 5, Number 3 & 4, 2012, Pages 33-38]
-
Limit equilibrium method
Stability analysis of large rock slopes for Sardasht dam hydraulic power plant trenches considering rock cleavage [Volume 5, Number 1 & 2, 2012, Pages 17-26]
-
Lithology
The study of the engineering geological properties of Boroujerd granites [Volume 5, Number 1 & 2, 2012, Pages 1-16]
M
-
Mechanical properties
The study of the engineering geological properties of Boroujerd granites [Volume 5, Number 1 & 2, 2012, Pages 1-16]
-
Mechanized tunneling
Evaluation of soil abrasiveness in mechanized tunneling with special attitude to the Tabriz metro line1 [Volume 5, Number 1 & 2, 2012, Pages 41-58]
-
Middle East
Dust storm detection and classification in the Middle East using the combination of reflectance and thermal infrared properties of MODIS sensor [Volume 5, Number 1 & 2, 2012, Pages 83-92]
-
Monte Carlo simulation
An investigation on the seismicity of Iran seismotectonic provinces using Monte Carlo simulation [Volume 5, Number 1 & 2, 2012, Pages 59-68]
-
Multiple regression
Elastic modulus prediction of limestone using multiple variable regression and artificial neural network [Volume 5, Number 3 & 4, 2012, Pages 33-38]
P
-
Penstock tunnels
Determination of geological and geotechnical parameters of rock mass along penstock tunnels of Rudbar-Lorestan dam [Volume 5, Number 3 & 4, 2012, Pages 49-66]
-
Physical characteristics
The study of the engineering geological properties of Boroujerd granites [Volume 5, Number 1 & 2, 2012, Pages 1-16]
-
Pollution
The effect of leachate of Hamedan landfill site on ground water [Volume 5, Number 3 & 4, 2012, Pages 81-92]
-
Probabilistic analysis
An investigation on the seismicity of Iran seismotectonic provinces using Monte Carlo simulation [Volume 5, Number 1 & 2, 2012, Pages 59-68]
-
Problematic soil
The study of efficiency of quicklime and hydrated lime for stabilization of forest soils contains organic materials [Volume 5, Number 3 & 4, 2012, Pages 67-80]
R
-
Rock mass
Determination of geological and geotechnical parameters of rock mass along penstock tunnels of Rudbar-Lorestan dam [Volume 5, Number 3 & 4, 2012, Pages 49-66]
S
-
Single particle crusher apparatus
Introducing single particle loading apparatus and repeatability of the results [Volume 5, Number 3 & 4, 2012, Pages 17-32]
-
Single particles
Introducing single particle loading apparatus and repeatability of the results [Volume 5, Number 3 & 4, 2012, Pages 17-32]
-
Slope stability analysis
Stability analysis of large rock slopes for Sardasht dam hydraulic power plant trenches considering rock cleavage [Volume 5, Number 1 & 2, 2012, Pages 17-26]
-
Soil abrasivity
Evaluation of soil abrasiveness in mechanized tunneling with special attitude to the Tabriz metro line1 [Volume 5, Number 1 & 2, 2012, Pages 41-58]
-
Stabilization
Improvement of clayey soils using lime in the south west of Hamedan [Volume 5, Number 3 & 4, 2012, Pages 1-16]
T
-
TBM
The selection of the most suitable excavation method of Beheshtabad water conveyance tunnel [Volume 5, Number 1 & 2, 2012, Pages 69-82]
-
TBM wear issues
Evaluation of soil abrasiveness in mechanized tunneling with special attitude to the Tabriz metro line1 [Volume 5, Number 1 & 2, 2012, Pages 41-58]
U
-
Undrained shear strength
The study of efficiency of quicklime and hydrated lime for stabilization of forest soils contains organic materials [Volume 5, Number 3 & 4, 2012, Pages 67-80]
-
Uniaxial compressive strength
Improvement of clayey soils using lime in the south west of Hamedan [Volume 5, Number 3 & 4, 2012, Pages 1-16]
-
Uniaxial compressive strength
Introducing single particle loading apparatus and repeatability of the results [Volume 5, Number 3 & 4, 2012, Pages 17-32]
V
-
Visibility
Dust storm detection and classification in the Middle East using the combination of reflectance and thermal infrared properties of MODIS sensor [Volume 5, Number 1 & 2, 2012, Pages 83-92]
Z
-
Zagros mountains
Estimation of the deformation modulus of Asmari limestone in Zagros Mountains, Iran, using a neural network –genetic model [Volume 5, Number 1 & 2, 2012, Pages 93-100]
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