Volume 14 (2023)
Volume 13 (2022)
Volume 12 (2021)
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)
Rock Mass Classification Techniques and Parameters: a Review

Areeba Qazi; Kanwarpreet Singh

Volume 14, Issue 1 , January 2023, , Pages 155-178

https://doi.org/10.22044/jme.2023.12618.2292

Abstract
  The rock mass classification system is utilized to categorize rocks, and has been used in engineering projects and stability investigations. It focuses on the parameters of rock mass and engineering applications, which include tunnels, slopes, foundations, etc. Rock mass classification is valuable in ...  Read More

Slope Stability Analysis and Preventive Actions for a Landslide Location along NH-05 in Himachal Pradesh, India

S. Pratap Singh; A. Kumar Roy

Volume 13, Issue 3 , July 2022, , Pages 667-678

https://doi.org/10.22044/jme.2022.12060.2202

Abstract
  The Himalayan mountain range is susceptible to slope instability in numerous areas due to its complicated topography, because of the existing natural conditions and human influence and intervenes. National Highway-05 is considered in this work. The area under investigation located in Rampur, district ...  Read More

Assessment of Slope Stability and Its Remedies in Palampur, Himachal Pradesh

Alankrit Walia; Amrit Kumar Roy

Volume 13, Issue 3 , July 2022, , Pages 767-780

https://doi.org/10.22044/jme.2022.12215.2217

Abstract
  The complex geography of the Himalayan mountain range, along with the natural circumstances that already exist and the ways in which people have influenced and intervened in the region- makes various regions of the range vulnerable to slope instability. The slope stability of the area that is the subject ...  Read More

Rock Fall Hazard Assessment using GeoRock 2D along Swat Motorway, Pakistan

M. Adil; S. Raza; I. Amin

Volume 12, Issue 2 , April 2021, , Pages 351-365

https://doi.org/10.22044/jme.2021.10599.2011

Abstract
  Despite the slope stability measures, rock falls are witnessed at section KM-37 of the Swat motorway (M-16), Khyber Pakhtunkhwa, Pakistan. The geotechnical data analysis of the site reveals that although the chances of plane/slope failures are reduced from 43% to 23% with the help of the existing design, ...  Read More

Semi-Analytical Study of Settlement of Two Interfering Foundations Placed on a Slope

H. Haghgouei; A. Reza Kargar; M. H. Khosravi; M. Amini

Volume 12, Issue 2 , April 2021, , Pages 457-470

https://doi.org/10.22044/jme.2021.10509.2001

Abstract
  In many engineering constructions, the foundations should be built adjacent to each other. Therefore, the effect of interfering of close foundations should be considered in the design stage. In this research work, the effect of interference of closely separated foundations resting on a slope on the elastic ...  Read More

A Preliminary Assessment of Rock Slope Stability in Tropical Climates: A Case Study at Lafarge Quarry, Perak, Malaysia

K.S. Shah; M. H. Mohd Hashim; K.S. Ariffin; N. F. Nordin

Volume 11, Issue 3 , July 2020, , Pages 661-673

https://doi.org/10.22044/jme.2020.9814.1901

Abstract
  The stability analysis of rock slopes is a complex task for the geotechnical engineers due to the complex nature of the rock mass in a tropical climate that often has discontinuities in several forms, and consequently, in several types of slope failures. In this work, a rock mass classification scheme ...  Read More

Rock Mechanics
Investigation of Bishop’s and Janbu’s Models Capabilities on Slope Stability Problems with Special Consideration to Open-Pit Mining Operations

A. Alikhani; M. Taheri Moghadder; H. Mohammadi

Volume 11, Issue 1 , January 2020, , Pages 161-170

https://doi.org/10.22044/jme.2019.8761.1759

Abstract
  One of the most effective parameters in economics of open-pit mines is the pit slope angle, so that the slope angle more than the optimum value increases the probability of a large failure in the pit wall and the slope angle less than the optimum value leads to increasing stripping ratio and reducing ...  Read More

Rock Mechanics
Effects of geometrical and geomechanical properties on slope stability of open-pit mines using 2D and 3D finite difference methods

H. Zebarjadi Dana; R. Khaloo Kakaie; R. Rafiee; A.R. Yarahmadi Bafghi

Volume 9, Issue 4 , October 2018, , Pages 941-957

https://doi.org/10.22044/jme.2018.7149.1562

Abstract
  Slope stability analysis is one of the most important problems in mining and geotechnical engineering. Ignoring the importance of these problems can lead to significant losses. Selecting an appropriate method to analyze the slope stability requires a proper understanding of how different factors influence ...  Read More

Rock Mechanics
A field investigation of application of digital terrestrial photogrammetry to characterize geometric properties of discontinuities in open-pit slopes

M. M. Samieinejad; N. Hosseini; K. Ahangari

Volume 8, Issue 3 , July 2017, , Pages 455-465

https://doi.org/10.22044/jme.2017.930

Abstract
  In order to analyze the slope stability in open-pit mines, the structural parameters of rock mass such as persistence and spatial orientation of discontinuities are characterized through field surveys, which involve spending high costs and times as well as posing high risks of rock toppling and rock ...  Read More

Prediction of slope stability using adaptive neuro-fuzzy inference system based on clustering methods

H. Fattahi

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

https://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 performance is not an easy task. In this work, the adaptive neuro-fuzzy inference system (ANFIS) was utilized to build ...  Read More