A
-
Anisotropy
Effect of discontinuity surface roughness on the strength
of jointed rock samples [Volume 9, Number 1 & 2, 2016, Pages 1-14]
-
Artificial Neural Network
Offering models for estimation of compressibility coefficient
in fine grain soils [Volume 9, Number 3 & 4, 2016, Pages 31-43]
-
Azad dam
A study of environmental hazards of mehriz area's pollutants causing pollution in ground water resources of Yazd aquifer [Volume 9, Number 1 & 2, 2016, Pages 45-57]
C
-
Caving Extraction Methods
Discrete fracture network modeling for estimation of rock mass in-situ fragmentation in caving extraction methods [Volume 9, Number 1 & 2, 2016, Pages 27-44]
-
Coefficient of uniformity
Evaluation of particles shape and uniformity effects
of grain soil on porosity [Volume 9, Number 3 & 4, 2016, Pages 45-55]
-
Cohesion
Study on the effects of gasoil on shear behavior of coarse grained soils [Volume 9, Number 3 & 4, 2016, Pages 85-96]
-
Confining Pressure
Effect of discontinuity surface roughness on the strength
of jointed rock samples [Volume 9, Number 1 & 2, 2016, Pages 1-14]
D
-
Dilation angel
Study on the effects of gasoil on shear behavior of coarse grained soils [Volume 9, Number 3 & 4, 2016, Pages 85-96]
-
Discontinuity
Geotechnical investigation of 33 pole bridge structure in Isfahan using Ground- Penetrating Radar method [Volume 9, Number 1 & 2, 2016, Pages 85-102]
-
Discontinuity Surface Roughness
Effect of discontinuity surface roughness on the strength
of jointed rock samples [Volume 9, Number 1 & 2, 2016, Pages 1-14]
-
Discrete Fracture Network
Discrete fracture network modeling for estimation of rock mass in-situ fragmentation in caving extraction methods [Volume 9, Number 1 & 2, 2016, Pages 27-44]
E
-
Elastic modulus
The assessment of a poly vinyl acetate and micronized calcium carbonate powder effect on elastic modulus of a silty sand soil [Volume 9, Number 3 & 4, 2016, Pages 71-83]
-
Engineering - hydrogeological model
Engineering - hydrogeological model of land subsidence area in the southwest of Tehran (Tehran – Shahriyar plain) [Volume 9, Number 3 & 4, 2016, Pages 1-17]
F
-
Failure shape
Experimental investigation of effect of applied stresses condition on shape of failure in wall of oil wells [Volume 9, Number 3 & 4, 2016, Pages 75-69]
-
Fine grained soils
Offering models for estimation of compressibility coefficient
in fine grain soils [Volume 9, Number 3 & 4, 2016, Pages 31-43]
-
Friction angel
Study on the effects of gasoil on shear behavior of coarse grained soils [Volume 9, Number 3 & 4, 2016, Pages 85-96]
-
Fuzzy logic
Landslide potential mapping using fuzzy logic
(case study: a part of the Nekarod watershed) [Volume 9, Number 3 & 4, 2016, Pages 19-30]
G
-
Gas-oil
Study on the effects of gasoil on shear behavior of coarse grained soils [Volume 9, Number 3 & 4, 2016, Pages 85-96]
-
Geomechanics parameters
A study of environmental hazards of mehriz area's pollutants causing pollution in ground water resources of Yazd aquifer [Volume 9, Number 1 & 2, 2016, Pages 45-57]
-
Geometrical Modeling
Discrete fracture network modeling for estimation of rock mass in-situ fragmentation in caving extraction methods [Volume 9, Number 1 & 2, 2016, Pages 27-44]
-
Geotechnical targets
Geotechnical investigation of 33 pole bridge structure in Isfahan using Ground- Penetrating Radar method [Volume 9, Number 1 & 2, 2016, Pages 85-102]
-
GIS
Landslide potential mapping using fuzzy logic
(case study: a part of the Nekarod watershed) [Volume 9, Number 3 & 4, 2016, Pages 19-30]
-
GPR Profile
Geotechnical investigation of 33 pole bridge structure in Isfahan using Ground- Penetrating Radar method [Volume 9, Number 1 & 2, 2016, Pages 85-102]
-
Grawelly soil
Study on the effects of gasoil on shear behavior of coarse grained soils [Volume 9, Number 3 & 4, 2016, Pages 85-96]
-
Ground- Penetrating Radar (GPR)
Geotechnical investigation of 33 pole bridge structure in Isfahan using Ground- Penetrating Radar method [Volume 9, Number 1 & 2, 2016, Pages 85-102]
-
GSI
A study of environmental hazards of mehriz area's pollutants causing pollution in ground water resources of Yazd aquifer [Volume 9, Number 1 & 2, 2016, Pages 45-57]
H
-
Hoek’s cell
Experimental investigation of effect of applied stresses condition on shape of failure in wall of oil wells [Volume 9, Number 3 & 4, 2016, Pages 75-69]
I
-
Infinite Joints
Discrete fracture network modeling for estimation of rock mass in-situ fragmentation in caving extraction methods [Volume 9, Number 1 & 2, 2016, Pages 27-44]
-
In-Situ Fragmentation
Discrete fracture network modeling for estimation of rock mass in-situ fragmentation in caving extraction methods [Volume 9, Number 1 & 2, 2016, Pages 27-44]
-
Interpolation
Comparison of the interpolation methods for estimation and interpretion of the piezometric heads through embankment dams
(case study: Shahghasm dam) [Volume 9, Number 1 & 2, 2016, Pages 59-67]
-
IRMR
A study of environmental hazards of mehriz area's pollutants causing pollution in ground water resources of Yazd aquifer [Volume 9, Number 1 & 2, 2016, Pages 45-57]
J
-
Jointed Rocks
Effect of discontinuity surface roughness on the strength
of jointed rock samples [Volume 9, Number 1 & 2, 2016, Pages 1-14]
K
-
Karaj
Estimation of brittleness index using point load test
(case study: Karaj tuff rock) [Volume 9, Number 1 & 2, 2016, Pages 15-26]
L
-
Landslide
Landslide potential mapping using fuzzy logic
(case study: a part of the Nekarod watershed) [Volume 9, Number 3 & 4, 2016, Pages 19-30]
-
Land subsidence
Engineering - hydrogeological model of land subsidence area in the southwest of Tehran (Tehran – Shahriyar plain) [Volume 9, Number 3 & 4, 2016, Pages 1-17]
M
-
Micronized Calcium Carbonate
The assessment of a poly vinyl acetate and micronized calcium carbonate powder effect on elastic modulus of a silty sand soil [Volume 9, Number 3 & 4, 2016, Pages 71-83]
-
Multi-layered aquifer system
Engineering - hydrogeological model of land subsidence area in the southwest of Tehran (Tehran – Shahriyar plain) [Volume 9, Number 3 & 4, 2016, Pages 1-17]
N
-
Nekarod Watershed
Landslide potential mapping using fuzzy logic
(case study: a part of the Nekarod watershed) [Volume 9, Number 3 & 4, 2016, Pages 19-30]
-
Numerical modeling
Geotechnical investigation of 33 pole bridge structure in Isfahan using Ground- Penetrating Radar method [Volume 9, Number 1 & 2, 2016, Pages 85-102]
P
-
Poly Vinyl Acetate
The assessment of a poly vinyl acetate and micronized calcium carbonate powder effect on elastic modulus of a silty sand soil [Volume 9, Number 3 & 4, 2016, Pages 71-83]
R
-
Roundness
Evaluation of particles shape and uniformity effects
of grain soil on porosity [Volume 9, Number 3 & 4, 2016, Pages 45-55]
-
RQD
The assessment and analysis of the relationship between water pressure test and cement grout take at Seymareh dam grouting operation [Volume 9, Number 1 & 2, 2016, Pages 69-84]
S
-
Shahghasem embankment dam
Comparison of the interpolation methods for estimation and interpretion of the piezometric heads through embankment dams
(case study: Shahghasm dam) [Volume 9, Number 1 & 2, 2016, Pages 59-67]
-
Silty sand soil
The assessment of a poly vinyl acetate and micronized calcium carbonate powder effect on elastic modulus of a silty sand soil [Volume 9, Number 3 & 4, 2016, Pages 71-83]
-
Simple and multi linear regression
Offering models for estimation of compressibility coefficient
in fine grain soils [Volume 9, Number 3 & 4, 2016, Pages 31-43]
-
Soil compression index
Offering models for estimation of compressibility coefficient
in fine grain soils [Volume 9, Number 3 & 4, 2016, Pages 31-43]
-
Soil index properties
Offering models for estimation of compressibility coefficient
in fine grain soils [Volume 9, Number 3 & 4, 2016, Pages 31-43]
-
Soil particles shape
Evaluation of particles shape and uniformity effects
of grain soil on porosity [Volume 9, Number 3 & 4, 2016, Pages 45-55]
-
Soil stabilization
The assessment of a poly vinyl acetate and micronized calcium carbonate powder effect on elastic modulus of a silty sand soil [Volume 9, Number 3 & 4, 2016, Pages 71-83]
-
Sphericity
Evaluation of particles shape and uniformity effects
of grain soil on porosity [Volume 9, Number 3 & 4, 2016, Pages 45-55]
-
Stability
Comparison of the interpolation methods for estimation and interpretion of the piezometric heads through embankment dams
(case study: Shahghasm dam) [Volume 9, Number 1 & 2, 2016, Pages 59-67]
T
-
Tehran-Shahriyar plain
Engineering - hydrogeological model of land subsidence area in the southwest of Tehran (Tehran – Shahriyar plain) [Volume 9, Number 3 & 4, 2016, Pages 1-17]
-
Thick-walled hollow cylinder specimens
Experimental investigation of effect of applied stresses condition on shape of failure in wall of oil wells [Volume 9, Number 3 & 4, 2016, Pages 75-69]
-
Triangular membership function
Landslide potential mapping using fuzzy logic
(case study: a part of the Nekarod watershed) [Volume 9, Number 3 & 4, 2016, Pages 19-30]
V
-
Void ratio
Evaluation of particles shape and uniformity effects
of grain soil on porosity [Volume 9, Number 3 & 4, 2016, Pages 45-55]
W
-
Water stable level
Comparison of the interpolation methods for estimation and interpretion of the piezometric heads through embankment dams
(case study: Shahghasm dam) [Volume 9, Number 1 & 2, 2016, Pages 59-67]
-
Well instabilit
Experimental investigation of effect of applied stresses condition on shape of failure in wall of oil wells [Volume 9, Number 3 & 4, 2016, Pages 75-69]
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