Engineering Geology

Engineering Geology

A
  • ABAQUS Prediction of ground movements around tunnel due to excavation by EPB machines (Case study three line of Tehran subway) [Volume 5, Issue 2, 2011, Pages 1235-1250]
  • Anisotropy Development of a New Method to Estimate Rock Strength Using Joint Factor [Volume 5, Issue 2, 2011, Pages 1313-1326]
  • Artificial neural network Predicting of TBM penetration rate using the artificial neural networks (case study- Tabriz subway) [Volume 5, Issue 2, 2011, Pages 1217-1234]
  • Artificial neural network Landslide hazard zonation using artificial neural networks A case study: Keshvari watershed (Nozhiyan) [Volume 5, Issue 2, 2011, Pages 1269-1286]
  • Asmary limestone Evaluation of geomechanical characteristics of Asmary limestone in Khersan dam sites [Volume 5, Issue 1, 2011, Pages 1059-1076]
  • Average seismic velocity Soil classification based on Iranian Standard No. 2800, 1997 UBC, 2006 IBC and 2004 Eurocode 8. A Case study: Piroozi Street (Tehran’s municipality-13) [Volume 5, Issue 1, 2011, Pages 1177-1192]
C
  • Chamshir dam Calculation of the changes of rock joint apertures affected by dissolution through experimental and theoretical methods (A case study: Gypsites of Chamshir dam reservoir) [Volume 5, Issue 2, 2011, Pages 1251-1268]
D
  • Dissolution Calculation of the changes of rock joint apertures affected by dissolution through experimental and theoretical methods (A case study: Gypsites of Chamshir dam reservoir) [Volume 5, Issue 2, 2011, Pages 1251-1268]
  • Dynamic and Static Young’s modulus Estimating mechanical properties of limestone from petrophysical data [Volume 5, Issue 1, 2011, Pages 1159-1175]
E
  • Elasticity modulus Introduce of new equations for calculation of joint compressive strength (JCS) and elasticity modulus in hard rocks, using Schmidt Hammer results [Volume 5, Issue 1, 2011, Pages 1077-1088]
  • EPB Shield tunneling Prediction of ground movements around tunnel due to excavation by EPB machines (Case study three line of Tehran subway) [Volume 5, Issue 2, 2011, Pages 1235-1250]
  • Eurocode 8 Soil classification based on Iranian Standard No. 2800, 1997 UBC, 2006 IBC and 2004 Eurocode 8. A Case study: Piroozi Street (Tehran’s municipality-13) [Volume 5, Issue 1, 2011, Pages 1177-1192]
G
  • Geomechanical parameters Evaluation of geomechanical characteristics of Asmary limestone in Khersan dam sites [Volume 5, Issue 1, 2011, Pages 1059-1076]
  • Gypsite Calculation of the changes of rock joint apertures affected by dissolution through experimental and theoretical methods (A case study: Gypsites of Chamshir dam reservoir) [Volume 5, Issue 2, 2011, Pages 1251-1268]
I
  • Image processing Development of a simplified image processing technique for determining crack intensity factor of compacted clayey soils [Volume 5, Issue 1, 2011, Pages 1137-1158]
J
  • Joint Compressive Strength (JCS) Introduce of new equations for calculation of joint compressive strength (JCS) and elasticity modulus in hard rocks, using Schmidt Hammer results [Volume 5, Issue 1, 2011, Pages 1077-1088]
K
  • Keshvari watershed Landslide hazard zonation using artificial neural networks A case study: Keshvari watershed (Nozhiyan) [Volume 5, Issue 2, 2011, Pages 1269-1286]
L
  • Landslide Landslide hazard zonation using artificial neural networks A case study: Keshvari watershed (Nozhiyan) [Volume 5, Issue 2, 2011, Pages 1269-1286]
  • Limestone Estimating mechanical properties of limestone from petrophysical data [Volume 5, Issue 1, 2011, Pages 1159-1175]
M
  • MATLAB software Development of a simplified image processing technique for determining crack intensity factor of compacted clayey soils [Volume 5, Issue 1, 2011, Pages 1137-1158]
  • Modulus of elasticity A Study on the Geotechnical Features of South Karaj Alluvium [Volume 5, Issue 1, 2011, Pages 1111-1136]
O
P
  • Plate load test A Study on the Geotechnical Features of South Karaj Alluvium [Volume 5, Issue 1, 2011, Pages 1111-1136]
  • Predicting of TBM penetration rate Predicting of TBM penetration rate using the artificial neural networks (case study- Tabriz subway) [Volume 5, Issue 2, 2011, Pages 1217-1234]
S
  • Schmidt Hammer Introduce of new equations for calculation of joint compressive strength (JCS) and elasticity modulus in hard rocks, using Schmidt Hammer results [Volume 5, Issue 1, 2011, Pages 1077-1088]
  • Schmidt rebound hardness Introduce of new equations for calculation of joint compressive strength (JCS) and elasticity modulus in hard rocks, using Schmidt Hammer results [Volume 5, Issue 1, 2011, Pages 1077-1088]
  • Sensitivity Analysis Predicting of TBM penetration rate using the artificial neural networks (case study- Tabriz subway) [Volume 5, Issue 2, 2011, Pages 1217-1234]
  • Standard penetration test A Study on the Geotechnical Features of South Karaj Alluvium [Volume 5, Issue 1, 2011, Pages 1111-1136]
T
U
  • Ultrasonic Estimating mechanical properties of limestone from petrophysical data [Volume 5, Issue 1, 2011, Pages 1159-1175]
  • Urban tunnels Prediction of ground movements around tunnel due to excavation by EPB machines (Case study three line of Tehran subway) [Volume 5, Issue 2, 2011, Pages 1235-1250]