Engineering Rock Mass Classification

- Tunnelling, Foundations and Landslides

Bog
  • Format
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  • Engelsk

Beskrivelse

Rock mass classification methods are commonly used at the preliminary design stages of a construction project when there is very little information. It forms the bases for design and estimation of the required amount and type of rock support and groundwater control measures. Encompassing nearly all aspects of rock mass classifications in detail, Civil Engineering Rock Mass Classification: Tunnelling, Foundations and Landsides provides construction engineers and managers with extensive practical knowledge which is time-tested in the projects in Himalaya and other parts of the world in complex geological conditions. Rock mass classification is an essential element of feasibility studies for any near surface construction project prior to any excavation or disturbances made to earth. Written by an author team with over 50 years of experience in some of the most difficult mining regions of the world, Civil Engineering Rock Mass Classification: Tunnelling, Foundations and Landsides provides construction engineers, construction managers and mining engineers with the tools and methods to gather geotechnical data, either from rock cuts, drifts or core, and process the information for subsequent analysis. The goal is to use effective mapping techniques to obtain data can be used as input for any of the established rock classification systems. The book covers all of the commonly used classification methods including: Barton’s Q and Q’ systems, Bieniawski’s RMR, Laubscher’s MRMR and Hoek’s and GSI systems. With this book in hand, engineers will be able to gather geotechnical data, either from rock cuts, drifts or core, and process the information for subsequent analysis. Rich with international case studies and worked out equations, the focus of the book is on the practical gathering information for purposes of analysis and design.

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Detaljer
  • SprogEngelsk
  • Sidetal384
  • Udgivelsesdato19-08-2016
  • ISBN139780128103647
  • Forlag Butterworthheinemann
  • FormatPaperback
Størrelse og vægt
  • Vægt610 g
  • coffee cup img
    10 cm
    book img
    15,2 cm
    22,9 cm

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    Philosophy Classification Foundations Joints Cohesion Clay Blasting Treatment Grouting Permeability Tunnels Rock mechanics Density SMR Bearing capacity Failure criterion Tensile strength Supports Folds Deformation modulus Shear zone Slopes Penetration Swelling Grouting Pressure Uncertainties In-situ stresses Rock Slope Gouge Voids Landslide TBM Faults Lugeon Test Flooding Digging Discontinuities Geological maps Homogeneous Adjustment factors Advance rate Allowable Bearing Pressure Angle of internal friction Block shear test Block Volume Chimney formation Contract practices Class I and II rocks Critical rock parameters Chemical grouting Critical Strain caverns Dilation across joints Entropy management Core discing Dynamic cohesion Disturbance factor Depth of tunnel Coefficient of volumetric expansion Fracture spacing Geomechanics classification Gouge material Ground reaction curve Ground conditions Half-tunnel Differential settlement Hard rock masses Dynamic Strength Joint condition factor Jointing parameter Joint matching coefficient ISRM suggested definition Effectiveness of grouting Land use and land cover Infilling Engineering rock mass classification Landslide hazard zonation Inhomogeneous Management condition LHZ Method of excavation LHZ maps Modified Terzaghi's approach Parameter intensity Ground water condition Normal stiffness Geological Strength Index Present practice Penetration rate Q-system Rate of tunneling Red-flag effect Reinforced rock arch Rock defects Rock drillability Rock engineering system Rock hardness Rock mass excavability Ground condition Ground conditions for tunneling Rock Burst Rock Material Rock texture Relative relief RQD Joint wall roughness coefficient Rippability Shear Strength Parameters Intermediate Principal Stress Slake durability Slope morphometry interrelation QTBM Stability measures Slope mass rating Rock bolt length Rock mass index Rock mass number rock quality High confining stress Stability classes Soil slope Strength of discontinuities Rock condition rating Rock mass rating squeezing Shear stiffness Stand-up time Support near intersections Hydro-fracturing method Safe Bearing Pressure Strength enhancement Support design Scleroscope hardness reading Stress Distribution Tunnel Alignment Tender specifications Underground Excavations Tunnel closure Weighted joint density Wedge Failure Squeezing condition Modified SMR Job conditions Stress reduction factor Joint wall compressive strength Volumetric joint count Rock core Safe slope angle Mohr-Coulomb strength parameters Non-squeezing Shear strength Speed of drilling toxic gases Tunnel Boring Machine Rock load theory Rock Mass Characterization Rock mass strength Scale effect Tunneling hazards RMR Rock classes Rock load factor Rock Mass Quality Support pressure Scour Depth Types of slope failure Uniaxial Compressive Strength Unsupported span

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