Efficiency Evaluation of Empirical Models on the Basis of Rock Mass Rating for Prediction of Deformation Modulus in Rock Mass and Developing a New Models According to the Fuzzy System

Journal of Aalytical and Numerical Methods in Mining Engineering
doi 10.29252/anm.8.16.1
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Armenian Green Publishing Co.

Related search

Alternative Software for Evaluating Preliminary Rock Stability of Tunnel Using Rock Mass Rating (RMR) and Rock Mass Quality (Q) on Android Smartphone

Engineering Journal
Engineering
2019English

Rock Characteristics and Rock Mass Classification for Tunnels Using the Fuzzy Regression Model.

Doboku Gakkai Ronbunshu
1991English

Rock Mass Blastability Dependence on Rock Mass Quality.

Bulletin of the Geological Society of Greece
2013English

Erratum To: Application of Rock Mass Characterization for Determining the Mechanical Properties of Rock Mass: A Comparative Study

Rock Mechanics and Rock Engineering
CivilGeotechnical EngineeringEngineering GeologyStructural EngineeringGeology
2017English

Effects of Stress Value and Loading Plate Dimensions on In-Situ Deformation Modulus of Rock Mass in Plate Loading Test

Journal of Aalytical and Numerical Methods in Mining Engineering
2018English

Determination of Rock Mass Rating and Deformation Moduli - 14 Cross Sections of Portugues Dam Foundation - December 1999

2000English

Evaluation of Stress-Strain State of Rock Mass

Herald of Dagestan State Technical University. Technical Sciences
2016English

Stand Up Time in Tunnel Base on Rock Mass Rating Bieniawski 1989

2017English

Assessment of Block Size Distribution in Fractured Rock Mass and Its Influence on Rock Mass Mechanical Behavior

AIP Advances
NanotechnologyAstronomyPhysicsNanoscience
2020English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy