1.

Investigation of the rock blast fragmentation based on the specific explosive energy and in-situ block size

صفحه 1-6
Hossein Inanloo Arabi Shad؛ Farhang Sereshki؛ Mohammad Ataei؛ Mohammad Karamoozian

2.

Determination of settlement trough width and optimization of soil behavior parameters based on the design of experiment method (DOE)

صفحه 7-15
Farshad Kolivand؛ Reza Rahmannejad

3.

Cumulative Fatigue Damage Under stepwise Tension-Compression Loading

صفحه 17-21
Hadi Haghgouei؛ Hamid Hashemolhosseini؛ Alireza Baghbanan

4.

Experimental and Numerical study of earth slope reinforcement using ordinary and rigid stone columns

صفحه 23-30
Mohammad Hajiazizi؛ Masoud Nasiri

5.

Utilization of Soft Computing for Evaluating the Performance of Stone Sawing Machines, Iranian Quarries

صفحه 31-36
Ahmad Aryafar؛ Reza Mikaeil؛ Sina Shafiee Haghshenas؛ sami shafiei haghshenas

6.

Predicting the Behaviour of Stabilized Lateritic Soils Treated with Green Crude Oil (GCO) by Analysis of Variance Approaches

صفحه 37-42
Kennedy Onyelowe؛ Kelechi Onwa؛ Ikenna Uwanuakwa

7.

Investigating the Development of Kerman’s Soil Structure and its Effect on the Collapsibility index

صفحه 43-51
Iman Aghamolaie؛ Gholam Lashkaripour؛ Mohammad Ghafoori؛ Naser Hafezi Moghadas

8.

Analyzing the effect of ore grade uncertainty in open pit mine planning; A case study of Rezvan iron mine, Iran

صفحه 53-60
Mohammad Mehdi Tahernejad؛ Reza Khalo Kakaei؛ Mohammad Ataei

9.

Distinct element modelling of the mechanical behaviour of intact rocks using voronoi tessellation model

صفحه 61-68
Mojtaba Bahaaddini؛ Mansoreh Rahimi

10.

Studying Peak Particle Velocity Due to Blast in Development Tunnels’ Face in Coal Stoping

صفحه 69-74
Ahmad Abolghasemifar؛ Mohammad Ataei؛ Seyed Rahman Torabi؛ Majid Nikkhah

11.

Assessment of uncertainty for coal quality-tonnage curves through minimum spatial cross-correlation simulation

صفحه 75-86
Babak Sohrabian؛ Erhan Abdullah Tercan؛ Rohola Hasanpour

12.

Tunnel Rehabilitation in Fault Zone Using Sequential Joints Method- Case Study: Karaj Water Conveyance Tunnel

صفحه 87-94
Meysam Jalali


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