SolutionsManualto DesignAnalysisinRockMechanics William G. Pariseau 3rdEdition 1 / 4
Contents
- Introduction 1
- Slope Stability 53
- Shafts 127
- Tunnels 233
- Entries in Stratified Ground 299
- Pillars in Stratified Ground 367 2 / 4
Basics 1 Review of Stress 9 Review of Strain and Elasticity 28 Added Problems 50
Planar Block Slides 53 Wedge Failures 83 Rotational Slides 99 Dynamics,Toppling 111 Added Problems 116
Single, Naturally Supported Shafts 127 Supported Shafts, Liners, Bolts, Rings 181 Multiple Shafts 214 Added Problems 223
Naturally Supported Tunnels 233 Supported Tunnels 240 Rock Mass Classification Schemes, RQD 284 Added Problems 287
Naturally Supported Roof 299 Bolted Roof 314 Added Problems 352
VI Contents
- Three-Dimensional Excavations 455
- Subsidence 503
3D Caverns 455 Back Fill 464 Cable Bolting 473 Added Problems 481
Chimney Caving 503 Combination Support 523 Subsidence Troughs 536 Profile and Influence Functions 554 9DynamicPhenomena577 Wave Fundamentals 577 Bursts and Bumps 592 EventLocation609 1 0Foundations on Jointed Rock Square Footings Rectangular Footings Strip Footings 6
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623 3 / 4
- Introduction
- Identify the three major categories of equations needed to calculate rock mass
- / 4
Basics
motion. Give examples.(a) Physical laws e.g. conservation (balance) of linear momentum F=˙P where Fis resultant of external forces ˙Pis time rate of linear momentum.(b) Kinematics (geometry of motion) e.g.a=˙vwhereaandvare acceleration and velocity e.g.εxx= ∂u ∂x whereεxxis normal strain in thex-direction anduis x-direction displacement.(c) Material laws e.g.σ=Eεis the one-dimensional form of Hooke’s law of linear elasticity.σandεare stress and corresponding strain,Eis Young’s modulus.