Volume 11 (2020)
Volume 10 (2019)
Volume 9 (2018)
Volume 8 (2017)
Volume 7 (2016)
Volume 6 (2015)
Volume 5 (2014)
Volume 4 (2013)
Volume 3 (2012)
Volume 2 (2011)
Volume 1 (2010)
A New Method for Predicting Indirect Tensile Strength of Sandstone Rock Samples
1. A New Method for Predicting Indirect Tensile Strength of Sandstone Rock Samples

H. Fattahi

Volume 11, Issue 3 , Summer 2020, , Pages 899-908

http://dx.doi.org/10.22044/jme.2020.9775.1897

Abstract
  The tensile strength (σt) of a rock plays an important role in the reliable construction of several civil structures such as dam foundations and types of tunnels and excavations. ...  Read More
A New Method for Forecasting Uniaxial Compressive Strength of Weak Rocks
2. A New Method for Forecasting Uniaxial Compressive Strength of Weak Rocks

Hadi Fattahi

Volume 11, Issue 2 , Spring 2020, , Pages 505-515

http://dx.doi.org/10.22044/jme.2020.9328.1835

Abstract
  The uniaxial compressive strength of weak rocks (UCSWR) is among the essential parameters involved for the design of underground excavations, surface and underground mines, foundations ...  Read More
Bayesian prediction of rotational torque to operate horizontal drilling
3. Bayesian prediction of rotational torque to operate horizontal drilling

H. Fattahi; N. Zandy Ilghani

Volume 10, Issue 2 , Spring 2019, , Pages 507-515

http://dx.doi.org/10.22044/jme.2019.7912.1657

Abstract
  Horizontal directional drilling is usually used in drilling engineering. In a variety of conditions, it is necessary to predict the torque required for performing the drilling operation. ...  Read More
A Monte Carlo simulation technique for assessment of earthquake-induced displacement of slopes
4. A Monte Carlo simulation technique for assessment of earthquake-induced displacement of slopes

H. Fattahi; N. Babanouri; Z. Varmaziyari

Volume 9, Issue 4 , Autumn 2018, , Pages 959-966

http://dx.doi.org/10.22044/jme.2018.6946.1532

Abstract
  The dynamic response of slopes against earthquake is commonly characterized by the earthquake-induced displacement of slope (EIDS). The EIDS value is a function of several variables ...  Read More
Predicting tensile strength of rocks from physical properties based on support vector regression optimized by cultural algorithm
5. Predicting tensile strength of rocks from physical properties based on support vector regression optimized by cultural algorithm

H. Fattahi; N. Babanouri

Volume 8, Issue 3 , Summer 2017, , Pages 467-474

http://dx.doi.org/10.22044/jme.2016.824

Abstract
  The tensile strength (TS) of rocks is an important parameter in the design of a variety of engineering structures such as the surface and underground mines, dam foundations, types of ...  Read More
Prediction of slope stability using adaptive neuro-fuzzy inference system based on clustering methods
6. Prediction of slope stability using adaptive neuro-fuzzy inference system based on clustering methods

H. Fattahi

Volume 8, Issue 2 , Spring 2017, , Pages 163-177

http://dx.doi.org/10.22044/jme.2016.637

Abstract
  Slope stability analysis is an enduring research topic in the engineering and academic sectors. Accurate prediction of the factor of safety (FOS) of slopes, their stability, and their ...  Read More
Use of artificial intelligence techniques to predict distribution of heavy metals in groundwater of Lakan lead-zinc mine in Iran
7. Use of artificial intelligence techniques to predict distribution of heavy metals in groundwater of Lakan lead-zinc mine in Iran

Z. Bayatzadeh Fard; F. Ghadimi; H. Fattahi

Volume 8, Issue 1 , Winter 2017, , Pages 35-48

http://dx.doi.org/10.22044/jme.2016.592

Abstract
  Determining the distribution of heavy metals in groundwater is important in developing appropriate management strategies at mine sites. In this paper, the application of artificial ...  Read More