ABAQUS softwareDetermination of specific rock cutting forces and energy by numerical simulation of disc cutter performance in a full-section tunneling machine [Volume 1, Issue 3, 2017, Pages 55-66]
AbrasionComparison of different methods for assessing the abrasion of soft soils in mechanized tunneling [Volume 1, Issue 3, 2017, Pages 1-16]
Acoustic EmissionEffect of Loading Rate on the Failure Mechanism of Rocks under Indirect Tensile Loading [Volume 1, Issue 2, 2017, Pages 55-65]
Analytical modelEvaluation of analytical models for estimating cement slurry volume in jointed rock with an insight into injection results in the Seimare and Talwar dams [Volume 1, Issue 3, 2017, Pages 27-37]
Analytical SolutionNumerical Validation of Seismic Analytical Solutions of Circular Tunnels (Case Study: Tehran Metro Line 6) [Volume 1, Issue 2, 2017, Pages 9-27]
ANFONumerical Investigation of Rock Mass and Explosive Properties on Blast Damage in Rock Slopes [Volume 1, Issue 4, 2017, Pages 11-22]
B
Bearing CapacityReliability Analysis of Bearing Capacity of Foundations on Rock Masses Using Monte Carlo Method [Volume 1, Issue 1, 2017, Pages 11-23]
Bearing CapacityDetermination of Geomechanical Parameters and Allowable Bearing Capacity of the Rock Foundations of Surface Crude Oil Tanks in Khark Island [Volume 1, Issue 2, 2017, Pages 41-53]
Blast DamageNumerical Investigation of Rock Mass and Explosive Properties on Blast Damage in Rock Slopes [Volume 1, Issue 4, 2017, Pages 11-22]
BoreabilityLocating the Poorkan-Vardij Fault Zone in the Second Lot of Karaj Water Conveyance Tunnel Using Actual TBM Performance and Operational Parameters [Volume 1, Issue 2, 2017, Pages 67-74]
Borehole DiameterStudy of the Effect of Fracture Fluids Viscosity and Borehole Diameter on Hydraulic Fracturing Breakdown Pressure Using a Newly Developed True Triaxial Apparatus [Volume 1, Issue 2, 2017, Pages 89-98]
Boring machine OperationLocating the Poorkan-Vardij Fault Zone in the Second Lot of Karaj Water Conveyance Tunnel Using Actual TBM Performance and Operational Parameters [Volume 1, Issue 2, 2017, Pages 67-74]
C
Co-linearityDetermination of the Powder Factor Based on Geomechanical Parameters of Rock Mass (Case Study - Seymareh Dam and Power Plant Project) [Volume 1, Issue 4, 2017, Pages 85-95]
Concrete liningDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
Confining PressureThe Effect of Confining Pressure on the Sand Production in Hydrocarbon Reservoirs by Using Discrete Element Method [Volume 1, Issue 1, 2017, Pages 35-42]
Confining PressureInvestigating the Effect of Cutter Edge Shape on Rock Fragmentation Using PFC2D [Volume 1, Issue 2, 2017, Pages 75-88]
Construction ModelProviding the DAT Innovative Model to Estimate Time and Cost of Tunnel and Updating with the Data Acquired During Excavation [Volume 1, Issue 1, 2017, Pages 69-88]
Crack growth pathEstimation of crack growth path in rock materials under combined loading I/II [Volume 1, Issue 3, 2017, Pages 17-26]
Cutter Edge ShapeInvestigating the Effect of Cutter Edge Shape on Rock Fragmentation Using PFC2D [Volume 1, Issue 2, 2017, Pages 75-88]
Cylindrical punchControls of various cylindrical punch mandrel diameter on determination of uniaxial compressive strength of some sedimentary rocks of the Qom Formation [Volume 1, Issue 4, 2017, Pages 51-61]
D
DAT Innovative ModelProviding the DAT Innovative Model to Estimate Time and Cost of Tunnel and Updating with the Data Acquired During Excavation [Volume 1, Issue 1, 2017, Pages 69-88]
Deformation behaviorInvestigation of the mechanical behavior of basalt samples with cracks of different numbers and angles under uniaxial compressive stress [Volume 1, Issue 4, 2017, Pages 1-9]
Discrete Elements MethodEvaluation of Effective Factors on the Breakage of Granular Materials Using Discrete Element Method (DEM) [Volume 1, Issue 1, 2017, Pages 1-10]
Double Shield Universal TBMSelecting the Appropriate Tunnel Boring Machine (TBM) Using Fuzzy-TOPSIS Technique Case Study: Emam Zadeh Hashem Tunnel [Volume 1, Issue 2, 2017, Pages 29-40]
Dynamic AnalyzeThe dynamic risk analysis for great section tunnels using impact-probability matrix method; A case study of Koohin railway tunnel in Qazvin-Rasht route [Volume 1, Issue 4, 2017, Pages 35-49]
E
Emam Zadeh Hashem TunnelSelecting the Appropriate Tunnel Boring Machine (TBM) Using Fuzzy-TOPSIS Technique Case Study: Emam Zadeh Hashem Tunnel [Volume 1, Issue 2, 2017, Pages 29-40]
Empirical Analytical and Numerical MethodsDetermination of Geomechanical Parameters and Allowable Bearing Capacity of the Rock Foundations of Surface Crude Oil Tanks in Khark Island [Volume 1, Issue 2, 2017, Pages 41-53]
Empirical relationshipPredicting the modulus of deformation of rock masses in southwestern Iran using multivariate linear regression [Volume 1, Issue 1, 2017, Pages 89-96]
Energy absorptionIncreasing the energy absorption of tunnel lining sections by using High Deformable Concrete elements in squeezing environments [Volume 1, Issue 4, 2017, Pages 75-84]
Experimental TestsComparison of Facture Toughness Values in Single Edge Crack Round Bar Bending Test (SECRBB) and Straight Notch Disk Bend Test (SNDB) for Basalt Rocks [Volume 1, Issue 2, 2017, Pages 1-8]
F
Failure mechanismEffect of Loading Rate on the Failure Mechanism of Rocks under Indirect Tensile Loading [Volume 1, Issue 2, 2017, Pages 55-65]
Fault ZoneLocating the Poorkan-Vardij Fault Zone in the Second Lot of Karaj Water Conveyance Tunnel Using Actual TBM Performance and Operational Parameters [Volume 1, Issue 2, 2017, Pages 67-74]
FLAC3DDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
Fluid FlowThe Effect of Confining Pressure on the Sand Production in Hydrocarbon Reservoirs by Using Discrete Element Method [Volume 1, Issue 1, 2017, Pages 35-42]
Fracture Mechanics of RocksComparison of Facture Toughness Values in Single Edge Crack Round Bar Bending Test (SECRBB) and Straight Notch Disk Bend Test (SNDB) for Basalt Rocks [Volume 1, Issue 2, 2017, Pages 1-8]
Fracture of particlesEvaluation of Effective Factors on the Breakage of Granular Materials Using Discrete Element Method (DEM) [Volume 1, Issue 1, 2017, Pages 1-10]
Fracture Toughness of RocksComparison of Facture Toughness Values in Single Edge Crack Round Bar Bending Test (SECRBB) and Straight Notch Disk Bend Test (SNDB) for Basalt Rocks [Volume 1, Issue 2, 2017, Pages 1-8]
Fuzzy FMEAAssessment of the Ground Vibration Risk Caused By Blasting Using a Developed FMEA Approach in an Uncertain Environment [Volume 1, Issue 1, 2017, Pages 43-53]
Fuzzy-TOPSIS methodSelecting the Appropriate Tunnel Boring Machine (TBM) Using Fuzzy-TOPSIS Technique Case Study: Emam Zadeh Hashem Tunnel [Volume 1, Issue 2, 2017, Pages 29-40]
G
Geologically Related Delays (GRRD)Investigating the relationship between the productivity of a double-shield tunnel boring machine and the rock mass scoring system [Volume 1, Issue 3, 2017, Pages 67-76]
Granular MaterialsEvaluation of Effective Factors on the Breakage of Granular Materials Using Discrete Element Method (DEM) [Volume 1, Issue 1, 2017, Pages 1-10]
H
High deformable concrete (HDC)Increasing the energy absorption of tunnel lining sections by using High Deformable Concrete elements in squeezing environments [Volume 1, Issue 4, 2017, Pages 75-84]
Higher order termsEstimation of crack growth path in rock materials under combined loading I/II [Volume 1, Issue 3, 2017, Pages 17-26]
Hydraulic fracturingLaboratory study of the effect of pressure interval length on fracture pressure in hydraulic fracturing [Volume 1, Issue 3, 2017, Pages 47-53]
Hydraulic fracturingStudy of the Effect of Fracture Fluids Viscosity and Borehole Diameter on Hydraulic Fracturing Breakdown Pressure Using a Newly Developed True Triaxial Apparatus [Volume 1, Issue 2, 2017, Pages 89-98]
I
Impact-Probability Matrix MethodThe dynamic risk analysis for great section tunnels using impact-probability matrix method; A case study of Koohin railway tunnel in Qazvin-Rasht route [Volume 1, Issue 4, 2017, Pages 35-49]
Injection FluidStudy of the Effect of Fracture Fluids Viscosity and Borehole Diameter on Hydraulic Fracturing Breakdown Pressure Using a Newly Developed True Triaxial Apparatus [Volume 1, Issue 2, 2017, Pages 89-98]
J
Jointed RockEvaluation of analytical models for estimating cement slurry volume in jointed rock with an insight into injection results in the Seimare and Talwar dams [Volume 1, Issue 3, 2017, Pages 27-37]
Joint rockInvestigating the effect of joint geometry on estimating rock joint roughness using statistical studies [Volume 1, Issue 3, 2017, Pages 77-89]
K
Koohin Railway TunnelThe dynamic risk analysis for great section tunnels using impact-probability matrix method; A case study of Koohin railway tunnel in Qazvin-Rasht route [Volume 1, Issue 4, 2017, Pages 35-49]
L
LDPDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
M
Maximum tangential stress criterionEstimation of crack growth path in rock materials under combined loading I/II [Volume 1, Issue 3, 2017, Pages 17-26]
Modulus of deformationPredicting the modulus of deformation of rock masses in southwestern Iran using multivariate linear regression [Volume 1, Issue 1, 2017, Pages 89-96]
Monte CarloReliability Analysis of Bearing Capacity of Foundations on Rock Masses Using Monte Carlo Method [Volume 1, Issue 1, 2017, Pages 11-23]
Multivariate linear regressionPredicting the modulus of deformation of rock masses in southwestern Iran using multivariate linear regression [Volume 1, Issue 1, 2017, Pages 89-96]
N
Non-hydrostatic stressDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
Numerical methodNumerical Validation of Seismic Analytical Solutions of Circular Tunnels (Case Study: Tehran Metro Line 6) [Volume 1, Issue 2, 2017, Pages 9-27]
O
Ovaling DeformationNumerical Validation of Seismic Analytical Solutions of Circular Tunnels (Case Study: Tehran Metro Line 6) [Volume 1, Issue 2, 2017, Pages 9-27]
P
PackerLaboratory study of the effect of pressure interval length on fracture pressure in hydraulic fracturing [Volume 1, Issue 3, 2017, Pages 47-53]
Particle ShapeEvaluation of Effective Factors on the Breakage of Granular Materials Using Discrete Element Method (DEM) [Volume 1, Issue 1, 2017, Pages 1-10]
Penetration IndexLocating the Poorkan-Vardij Fault Zone in the Second Lot of Karaj Water Conveyance Tunnel Using Actual TBM Performance and Operational Parameters [Volume 1, Issue 2, 2017, Pages 67-74]
PFC2DInvestigating the Effect of Cutter Edge Shape on Rock Fragmentation Using PFC2D [Volume 1, Issue 2, 2017, Pages 75-88]
PFC3D softwareThe Effect of Confining Pressure on the Sand Production in Hydrocarbon Reservoirs by Using Discrete Element Method [Volume 1, Issue 1, 2017, Pages 35-42]
Powder factorDetermination of the Powder Factor Based on Geomechanical Parameters of Rock Mass (Case Study - Seymareh Dam and Power Plant Project) [Volume 1, Issue 4, 2017, Pages 85-95]
Pressure rangeLaboratory study of the effect of pressure interval length on fracture pressure in hydraulic fracturing [Volume 1, Issue 3, 2017, Pages 47-53]
Principle Components AnalysisDetermination of the Powder Factor Based on Geomechanical Parameters of Rock Mass (Case Study - Seymareh Dam and Power Plant Project) [Volume 1, Issue 4, 2017, Pages 85-95]
Probability Density FunctionDistribution function of random variable of shotcrete lining thickness in temporary tunnel support [Volume 1, Issue 1, 2017, Pages 55-67]
Production cost functionDevelopment of a new economic model to evaluate costs in the carbonate rock cutting process [Volume 1, Issue 3, 2017, Pages 39-46]
Productivity (U)Investigating the relationship between the productivity of a double-shield tunnel boring machine and the rock mass scoring system [Volume 1, Issue 3, 2017, Pages 67-76]
Q
Qom FormationControls of various cylindrical punch mandrel diameter on determination of uniaxial compressive strength of some sedimentary rocks of the Qom Formation [Volume 1, Issue 4, 2017, Pages 51-61]
Quantitative roughness parametersInvestigating the effect of joint geometry on estimating rock joint roughness using statistical studies [Volume 1, Issue 3, 2017, Pages 77-89]
R
Random variableDistribution function of random variable of shotcrete lining thickness in temporary tunnel support [Volume 1, Issue 1, 2017, Pages 55-67]
RankingDevelopment of a new economic model to evaluate costs in the carbonate rock cutting process [Volume 1, Issue 3, 2017, Pages 39-46]
ReliabilityReliability Analysis of Bearing Capacity of Foundations on Rock Masses Using Monte Carlo Method [Volume 1, Issue 1, 2017, Pages 11-23]
ReliabilityDistribution function of random variable of shotcrete lining thickness in temporary tunnel support [Volume 1, Issue 1, 2017, Pages 55-67]
Representative geometric modelsInvestigating the effect of joint geometry on estimating rock joint roughness using statistical studies [Volume 1, Issue 3, 2017, Pages 77-89]
Risk AssessmentAssessment of the Ground Vibration Risk Caused By Blasting Using a Developed FMEA Approach in an Uncertain Environment [Volume 1, Issue 1, 2017, Pages 43-53]
Risk ManagementThe dynamic risk analysis for great section tunnels using impact-probability matrix method; A case study of Koohin railway tunnel in Qazvin-Rasht route [Volume 1, Issue 4, 2017, Pages 35-49]
RMRDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
Rock cuttingDetermination of specific rock cutting forces and energy by numerical simulation of disc cutter performance in a full-section tunneling machine [Volume 1, Issue 3, 2017, Pages 55-66]
Rock foundationDetermination of Geomechanical Parameters and Allowable Bearing Capacity of the Rock Foundations of Surface Crude Oil Tanks in Khark Island [Volume 1, Issue 2, 2017, Pages 41-53]
Rock massReliability Analysis of Bearing Capacity of Foundations on Rock Masses Using Monte Carlo Method [Volume 1, Issue 1, 2017, Pages 11-23]
Rock massPredicting the modulus of deformation of rock masses in southwestern Iran using multivariate linear regression [Volume 1, Issue 1, 2017, Pages 89-96]
Rock Mass DiscontinuityNumerical Investigation of Rock Mass and Explosive Properties on Blast Damage in Rock Slopes [Volume 1, Issue 4, 2017, Pages 11-22]
Rock Mass PropertiesNumerical Investigation of Rock Mass and Explosive Properties on Blast Damage in Rock Slopes [Volume 1, Issue 4, 2017, Pages 11-22]
Rock Mass Rating (RMR)Investigating the relationship between the productivity of a double-shield tunnel boring machine and the rock mass scoring system [Volume 1, Issue 3, 2017, Pages 67-76]
Rock materialsEstimation of crack growth path in rock materials under combined loading I/II [Volume 1, Issue 3, 2017, Pages 17-26]
Rock ResistivityLocating the Poorkan-Vardij Fault Zone in the Second Lot of Karaj Water Conveyance Tunnel Using Actual TBM Performance and Operational Parameters [Volume 1, Issue 2, 2017, Pages 67-74]
RoughnessInvestigating the effect of joint geometry on estimating rock joint roughness using statistical studies [Volume 1, Issue 3, 2017, Pages 77-89]
S
Sand productionThe Effect of Confining Pressure on the Sand Production in Hydrocarbon Reservoirs by Using Discrete Element Method [Volume 1, Issue 1, 2017, Pages 35-42]
Seimare and Talwar DamsEvaluation of analytical models for estimating cement slurry volume in jointed rock with an insight into injection results in the Seimare and Talwar dams [Volume 1, Issue 3, 2017, Pages 27-37]
Seismic LoadingNumerical Validation of Seismic Analytical Solutions of Circular Tunnels (Case Study: Tehran Metro Line 6) [Volume 1, Issue 2, 2017, Pages 9-27]
SLDPDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
SlurryEvaluation of analytical models for estimating cement slurry volume in jointed rock with an insight into injection results in the Seimare and Talwar dams [Volume 1, Issue 3, 2017, Pages 27-37]
SoilComparison of different methods for assessing the abrasion of soft soils in mechanized tunneling [Volume 1, Issue 3, 2017, Pages 1-16]
Soil-structure interactionNumerical Validation of Seismic Analytical Solutions of Circular Tunnels (Case Study: Tehran Metro Line 6) [Volume 1, Issue 2, 2017, Pages 9-27]
Southwest IranPredicting the modulus of deformation of rock masses in southwestern Iran using multivariate linear regression [Volume 1, Issue 1, 2017, Pages 89-96]
Squeezing environmentsIncreasing the energy absorption of tunnel lining sections by using High Deformable Concrete elements in squeezing environments [Volume 1, Issue 4, 2017, Pages 75-84]
Statistical methodDetermination of the Powder Factor Based on Geomechanical Parameters of Rock Mass (Case Study - Seymareh Dam and Power Plant Project) [Volume 1, Issue 4, 2017, Pages 85-95]
Step-by-step methodEstimation of crack growth path in rock materials under combined loading I/II [Volume 1, Issue 3, 2017, Pages 17-26]
Sungun Copper MineAssessment of the Ground Vibration Risk Caused By Blasting Using a Developed FMEA Approach in an Uncertain Environment [Volume 1, Issue 1, 2017, Pages 43-53]
Support stiffnessDetermination of Longitudinal Deformation Profile for Supported Tunnels (SLDP) Using Numerical Modeling [Volume 1, Issue 1, 2017, Pages 25-33]
T
TBMComparison of different methods for assessing the abrasion of soft soils in mechanized tunneling [Volume 1, Issue 3, 2017, Pages 1-16]
TBMInvestigating the Effect of Cutter Edge Shape on Rock Fragmentation Using PFC2D [Volume 1, Issue 2, 2017, Pages 75-88]
Temporary StorageDistribution function of random variable of shotcrete lining thickness in temporary tunnel support [Volume 1, Issue 1, 2017, Pages 55-67]
Time and Cost UncertaintyProviding the DAT Innovative Model to Estimate Time and Cost of Tunnel and Updating with the Data Acquired During Excavation [Volume 1, Issue 1, 2017, Pages 69-88]
Tool WearComparison of different methods for assessing the abrasion of soft soils in mechanized tunneling [Volume 1, Issue 3, 2017, Pages 1-16]
ToughnessFatigue behavior of hard rocks under cyclic loading [Volume 1, Issue 4, 2017, Pages 23-33]
True Triaxial Testing MachineStudy of the Effect of Fracture Fluids Viscosity and Borehole Diameter on Hydraulic Fracturing Breakdown Pressure Using a Newly Developed True Triaxial Apparatus [Volume 1, Issue 2, 2017, Pages 89-98]
TunnelDistribution function of random variable of shotcrete lining thickness in temporary tunnel support [Volume 1, Issue 1, 2017, Pages 55-67]
TunnelDetermination of the Powder Factor Based on Geomechanical Parameters of Rock Mass (Case Study - Seymareh Dam and Power Plant Project) [Volume 1, Issue 4, 2017, Pages 85-95]
TunnelIncreasing the energy absorption of tunnel lining sections by using High Deformable Concrete elements in squeezing environments [Volume 1, Issue 4, 2017, Pages 75-84]
Tunnel Boring MachineDetermination of specific rock cutting forces and energy by numerical simulation of disc cutter performance in a full-section tunneling machine [Volume 1, Issue 3, 2017, Pages 55-66]
Tunnel Boring MachineApplication of Time Series Model to Predict the Penetration Rate of Tunnel Boring Machine [Volume 1, Issue 4, 2017, Pages 63-73]
Tunnel Boring Machine SelectionSelecting the Appropriate Tunnel Boring Machine (TBM) Using Fuzzy-TOPSIS Technique Case Study: Emam Zadeh Hashem Tunnel [Volume 1, Issue 2, 2017, Pages 29-40]
Tunnel Boring Machine (TBM)Investigating the relationship between the productivity of a double-shield tunnel boring machine and the rock mass scoring system [Volume 1, Issue 3, 2017, Pages 67-76]
U
Uniaxial compressive strengthInvestigation of the mechanical behavior of basalt samples with cracks of different numbers and angles under uniaxial compressive stress [Volume 1, Issue 4, 2017, Pages 1-9]
Uniaxial compressive strength (UCS)Controls of various cylindrical punch mandrel diameter on determination of uniaxial compressive strength of some sedimentary rocks of the Qom Formation [Volume 1, Issue 4, 2017, Pages 51-61]
Updating the DATProviding the DAT Innovative Model to Estimate Time and Cost of Tunnel and Updating with the Data Acquired During Excavation [Volume 1, Issue 1, 2017, Pages 69-88]