Comparative study of the deformation modulus of rock mass

2016 ◽  
Vol 77 (2) ◽  
pp. 751-760 ◽  
Author(s):  
Suman Panthee ◽  
P. K. Singh ◽  
Ashutosh Kainthola ◽  
Ratan Das ◽  
T. N. Singh
Keyword(s):  
Rock Mass ◽  
Comparative Study ◽  
Deformation Modulus

A comparative study of the determination of rock mass deformation modulus by using different empirical approaches

2012 ◽  
Vol 131-132 ◽  
pp. 19-28 ◽  
Author(s):  
C. Okay Aksoy ◽  
Melih Geniş ◽  
Gülsev Uyar Aldaş ◽  
Vehbi Özacar ◽  
Samet C. Özer ◽  
...  
Keyword(s):  
Rock Mass ◽  
Comparative Study ◽  
Deformation Modulus ◽  
Rock Mass Deformation ◽  
Empirical Approaches ◽  
Mass Deformation

scholarly journals Estimating the rock mass deformation modulus: A comparative study of empirical methods based on 48 rock mass scenarios

2021 ◽  
Vol 74 (1) ◽  
pp. 39-49
Author(s):  
Konstantinos Polemis Júnior ◽  
Francisco Chagas da Silva Filho ◽  
Francisco Pinheiro Lima-Filho
Keyword(s):  
Rock Mass ◽  
Comparative Study ◽  
Deformation Modulus ◽  
Empirical Methods ◽  
Rock Mass Deformation ◽  
Mass Deformation

DEFORMATION MODULUS AND STRENGTH PARAMETERS OF SABALOKA IGNEOUS ROCK MASS

2010 ◽  
Vol 33 (2) ◽  
pp. 153-158
Author(s):  
Mohamed Hassan Aboud ◽  
Mohamed Ahmad Osman
Keyword(s):  
Rock Mass ◽  
Igneous Rock ◽  
Deformation Modulus ◽  
Strength Parameters

Numerical Study on Influence of Joint Characters on Rock Mechanical Parameters

2011 ◽  
Vol 201-203 ◽  
pp. 2909-2912
Author(s):  
Yan Feng Feng ◽  
Tian Hong Yang ◽  
Hua Wei ◽  
Hua Guo Gao ◽  
Jiu Hong Wei
Keyword(s):  
Rock Mass ◽  
Compression Strength ◽  
Numerical Study ◽  
Process Analysis ◽  
Failure Process ◽  
Deformation Modulus ◽  
Rock Joints ◽  
Structured Surfaces ◽  
Trace Length ◽  
The Impact

Rock mass is the syntheses composed of kinds of structure and structured surfaces. The joint characters is influencing and controlling the rock mass strength, deformation characteristics and rock mass engineering instability failure in a great degree. Through using the RFPA2D software, which is a kind of material failure process analysis numerical methods based on finite element stress analysis and statistical damage theory, the uniaxial compression tests on numerical model are carried, the impact of the trace length of rock joints and the fault throws on rock mechanics parameters are studied. The results showed that with the gradual increase of trace length,compression strength decreased gradually and its rate of variation getting smaller and smaller, the deformation modulus decreased but the rate of variation larger and larger; with the fault throws increasing, the compression strength first increases and then decreases, when the fault throw is equal to the trace length, the deformation modulus is the largest. When the joint trace length is less than the fault throw, the rate of the deformation modulus is greater than that of trace length, but the deformation modulus was not of regular change.

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