A Case Study on Mode I Fracture Modeling of Concrete
p.1351
p.1351
A Review of the Durability of Recycle Aggregate Concrete
p.1357
p.1357
Aging Performance and Structural Study on Bio-Asphalt
p.1361
p.1361
Analysis on Fatigue Failure Modes of Reinforced Concrete Beams Strengthened with BFRP
p.1367
p.1367
Application and Improvement of Rock Quality Designation (RQD)
p.1371
p.1371
Dynamic Mechanical Properties of Epoxy Resin with Multifunctional Polyamine Curing Agent
p.1374
p.1374
Effect of Asphalt Film Thickness on the Performance of ATB Mixture
p.1378
p.1378
Effect of Deformation Parameters on Microstructure Evolution of Hot Deformed Superalloy GH4169
p.1382
p.1382
Effect of Water-to-Cement Ratio on the Property of a Macro-Porous Cementitious Microfiltration Membrane
p.1386
p.1386
Application and Improvement of Rock Quality Designation (RQD)
Abstract:
When using Rock Quality Designation (RQD) method to evaluate rock mass integrity, the premises are often neglected and there are some limitations in RQD method. This study proposes a hole section statistical method and a rock block coefficient to supplement and improve the limitations of RQD method. The accuracy is verified by applying it to a reservoir.
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Periodical:
Applied Mechanics and Materials (Volumes 744-746)
Pages:
1371-1373
Citation:
Online since:
March 2015
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© 2015 Trans Tech Publications Ltd. All Rights Reserved
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