Bibliography - Springer978-94-009-1505-3/1.pdf · Bibliography Adams, L. M ... in 1967 at Elkins,...

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Bibliography Adams, L. M. and Lipscomb, 1. R. (1984) Evaluation of Mine Seals Constructed in 1967 at Elkins, Randolph County, Wv, US Bureau of Mines Rep. 8852. Adisoma, G. S. (1987) The Influence of Dynamic Loading on the Sealing Perform- ance of Cement Borehole Plugs, MS Thesis, Univ. of Arizona, Tucson. Adisoma, G. S. and Daemen, 1.1. K. (1984) Laboratory assessment of the effect of drying on the performance of cement borehole plugs. Proc. Waste Mgmt '84 Sym., Tucson, Vol. 1, pp. 579-83. Adisoma, G. S. and Daemen, 1. 1. K. (1988) Experimental Assessment of the Influence of Dynamic Loading on the Permeability of Wet and Dried Cement Borehole Seals. US Nuclear Regulatory Commission Rep. NUREGjCR-5129, Washington, DC. Akgun, H. and Daemen, 1.1. K. (1986) Size Influence on the Sealing Performance of Cementitious Borehole Plugs. US Nuclear Regulatory Commission Rep. NUREGjCR-4738, Washington, DC. Akgun, H. and Daemen, 1.1. K. (1989) Bond Strength of Cement Borehole Plugs in Salt. US Nuclear Regulatory 'Commission Rep. NUREGjCR-5401, Washington, DC. Akgun, H. and Daemen, 1.1. K. (1991c) Bond Strength of Cementitious Borehole Plugs in Welded Tuff. US Nuclear Regulatory Commission Rep. NUREGj CR-4295, Washington, D.C. Akgun, H. and Daemen, 1.1. K. (1994a) Performance assessment of cement grout borehole plugs in basalt. Engineering Geology, 37, 137 -48. Akgun, H. and Daemen, 1.1. K. (1994b) Strength of cement grout plugs in salt. Transactions, Society of Mining, Metallurgy and Exploration, Inc., 296,1818-21. Al-Dhahir, Z. A. and Tan, S. B. (1968) A note on one-dimensional constant-head permeability test. Geotechnique, 18, 499-505. American Petroleum Institute (1986) Specifications for Materials and Testing for Well Cements, 3rd edn, API, Production Department, Dallas. Andersson, I.-E. and Persson, O. (1985) Evaluation of single-hole hydraulic tests in fractured crystalline rock by steady-state and transient methods: a comparison. Materials Research Soc. Sym. Proc., Vol. 50, Stockholm, pp. 155-63. Anon (1987) Shaft Abandonment Guidelines. Utah Dept. of Natural Resources, Div. of Oil, Gas and Mining, Salt Lake City. ANSIjAWWA A 100-90, AWWA Standards for Water Wells. American Water Works Association, Denver, Colorado. Applied Technology Council (1978) Tentative Provisionsfor the Development ofSeis- mic Regulations for Buildings. US National Bureau of Standards, Spec. Publ. 510, Washington, DC.

Transcript of Bibliography - Springer978-94-009-1505-3/1.pdf · Bibliography Adams, L. M ... in 1967 at Elkins,...

Bibliography

Adams, L. M. and Lipscomb, 1. R. (1984) Evaluation of Mine Seals Constructed in 1967 at Elkins, Randolph County, Wv, US Bureau of Mines Rep. 8852.

Adisoma, G. S. (1987) The Influence of Dynamic Loading on the Sealing Perform­ance of Cement Borehole Plugs, MS Thesis, Univ. of Arizona, Tucson.

Adisoma, G. S. and Daemen, 1.1. K. (1984) Laboratory assessment of the effect of drying on the performance of cement borehole plugs. Proc. Waste Mgmt '84 Sym., Tucson, Vol. 1, pp. 579-83.

Adisoma, G. S. and Daemen, 1. 1. K. (1988) Experimental Assessment of the Influence of Dynamic Loading on the Permeability of Wet and Dried Cement Borehole Seals. US Nuclear Regulatory Commission Rep. NUREGjCR-5129, Washington, DC.

Akgun, H. and Daemen, 1.1. K. (1986) Size Influence on the Sealing Performance of Cementitious Borehole Plugs. US Nuclear Regulatory Commission Rep. NUREGjCR-4738, Washington, DC.

Akgun, H. and Daemen, 1.1. K. (1989) Bond Strength of Cement Borehole Plugs in Salt. US Nuclear Regulatory 'Commission Rep. NUREGjCR-5401, Washington, DC.

Akgun, H. and Daemen, 1.1. K. (1991c) Bond Strength of Cementitious Borehole Plugs in Welded Tuff. US Nuclear Regulatory Commission Rep. NUREGj CR-4295, Washington, D.C.

Akgun, H. and Daemen, 1.1. K. (1994a) Performance assessment of cement grout borehole plugs in basalt. Engineering Geology, 37, 137 -48.

Akgun, H. and Daemen, 1.1. K. (1994b) Strength of cement grout plugs in salt. Transactions, Society of Mining, Metallurgy and Exploration, Inc., 296,1818-21.

Al-Dhahir, Z. A. and Tan, S. B. (1968) A note on one-dimensional constant-head permeability test. Geotechnique, 18, 499-505.

American Petroleum Institute (1986) Specifications for Materials and Testing for Well Cements, 3rd edn, API, Production Department, Dallas.

Andersson, I.-E. and Persson, O. (1985) Evaluation of single-hole hydraulic tests in fractured crystalline rock by steady-state and transient methods: a comparison. Materials Research Soc. Sym. Proc., Vol. 50, Stockholm, pp. 155-63.

Anon (1987) Shaft Abandonment Guidelines. Utah Dept. of Natural Resources, Div. of Oil, Gas and Mining, Salt Lake City.

ANSIjAWWA A 100-90, AWWA Standards for Water Wells. American Water Works Association, Denver, Colorado.

Applied Technology Council (1978) Tentative Provisionsfor the Development ofSeis­mic Regulations for Buildings. US National Bureau of Standards, Spec. Publ. 510, Washington, DC.

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Index

Aquifer 141 Artesian 140 Asphalt 210-11

Backfill 277, 278 see also Bentonite; Buffer

Bailer 2, 179, 205, 278 Ballast material 67,68,209 Basalt 13, 20, 25 Bentonite

as annular sealant 286-7 anisotropy 6, 93 Atterberg limits· 90 block 218 bonding 289 as borehole sealant 285 calcium 281 cation exchange 66-7 chips 289-91,292 compaction 6,70-1,93-4,96,278 crack 297 . crushed rock mixtures 65,67-9,70-1,93,

272,276 cis granular 66-7 dehydration 296, 297 diffuse double layer 67, 94 as drilling fluid 291,292 drying 99 electrolyte 90 erosion 65, 93, 272 expansion 74,273 flowability 289 granular 281,291,293-4 heterogeneity 6, 93 high-solid 292 hydration 70, 74 hydraulic conductivity 5, 7, 96-7, 285 liquid limit 66-7,90-3 origin 282 pellets 201, 210 permeabilities 65,67-79,86-92,209,

218,285 piping 5,65-6,78-80,82,93-5,272 plastic limit 66-7, 90-2 porosity 75,81,88 sand mixtures 6, 96-7 sedimentation 70 self-sealing 99 shrinkage 5

shrinkage limit 67 sodium 281,282-5 structure 282-4 swelling 5, 65-6, 73, 74, 88, 209, 273, 274 tablets 206-9,289-91,292 void ratio 80, 87, 89 water content 84,85-7,90-1 workability 289 yield stress 83-6,95

Bond failure 37 hydraulic 25, 269

see also Hydraulic conductivity; Permeability; Plug-rock interface mechanical 37-8,269,273,274

see also Concrete-rock interface; Plug­rock interface; Push-out testing; Stress strength 5,36-8,117-18,

211-12 Borehole

applications 268-9 conditions 270-1 damage 24-5,271,278 emplacement 104, 107, 117-18 hydrogeology 225 inspection 270-1 logging 157,270-1 wall 270-1

see also Well Bridging 205, 277, 278, 286, 295 British Gypsum Ltd 254-5 Buffer 96-7,102,107-9,110,112-13,

117-19,122-3 see also Bentonite

Bulkhead 242 see also Concrete ; Plug

Case study 254-64, 294-7 Casing 189,277, 278, 286 Cement

additives 13 class A 13-14,42 class C 214 class H 207 durability 207-8 grout 4,5,6,7,13,19,29,32,40 longevity 207-8 preparation 13-14 see also Cement plug

326 Index

Cementation Mining Ltd 257-8 Cement plug

axial load 28-9 axial strength 36-9 bond strength 29,37-8 crack 26,52 drilling effects 24-5 drying 4,5,26-7,42-3,45-52,60 under dynamic loading 40, 52-8 expansion 6, 13-14,25-6, 52, 62 hydraulic conductivity 42 interface effects 25-6 length 275 length-to-radius ratio 32, 33, 34 peak shear strength 38 permeability 14,15,20,25 resaturation 27, 49 shearing resistance of 31-6,275 shrinkage 4, 26, 52 strength 28, 232-3 stress distribution 18-19,20

see also Stress stress variation effect 20-4 swelling 13-14

Chemical compatibility 272, 277 Chemical equilibrium 207

see also Chemical compatibility Clay 135, 209-10, 280

see also Bentonite; Buffer; Montmorillonite Colbert Project 294,295 Compaction

backfill 278 bentonite 6, 70-1, 93-4, 96 bentonite-crushed rock mixture

70-1,276-7 bentonite-sand buffer 107-8 buffer 107-8,112-13 granular salt 201-6 in situ 107-8 laboratory 70-1 testing 70-1

Compressive storage 143, 150, 169-70 Concrete

batching 246-7 crack 251 expansion 120-1 hardening 119 mix design 118,247-8 performance 120 permissible stress 242-5 placing 246-7 plug 118 plug construction 233,246-9 plug displacement 121 plug length 230-1,252-4 plug strength 232-3 plug stress 232-3 porous 250 quality control 247 shrinkage effect 248, 251 . shrinkage strain 120

strength 118 temperature 119 thermal effect 248 transporting 246-7 see also Cement; Cement plug

Concrete-rock interface 251 see also Plug-rock interface

Consolidation granular salt 201-5 plug 227, 258

Coring, see Drilling Crack, see Fracture Critical pressure gradient 85- 6

Damage by casing removal 278 around drill hole 24, 271 around excavation 103,104,

196-9,228, 248 Darcy's law 88-9,130,132,151-2,196-9

see also Flow analysis Design

of bulkhead door 242 calculation 233-46 considerations 218-23,270-4 criteria 39, 274-6 under dynamic load 56-60 factors 227-33 location 228 steel load transfer 240-1

Diffusivity 96-8, 135-7, 153-4 Dried cement 26, 56, 60

see also Fracture Drift 7 Drill cutting 277,285 Drillhole, see Borehole Drilling

damage 24-5,271 fluid 291,292 methods 24-5 mud 25 oftest holes 13, 158, 178-9

Dry density 107-8,118 Dye testing 50-2, 175 Dynamic

acceleration 43, 52 compaction 205, 206 deformations 58-9 experiments 42-4, 52-6 frequency 52 loading 40-1,52-6,57-8 scaling factor 59-60

Earth pressure 120 Earthquake 40

see also Seismic Effective porosity 151,152

see also Porosity Emplacement

cementitious seal 278 concrete plug 246-9

Index 327

granular salt 205 - 6 nuclear waste 96-9 salt seal 205-6 see also Bailer; Compaction

Evaporite 3, 6 see also Rock salt

Excavations 227-8 see also Drift; Mine; Ramp; Shaft;

Storage cavern; Tunnels

Factor of safety 118,245-6,253 see also Design

Field site, see Oracle Ridge mine; Superior Arizona; Underground Research Laboratory; Waste Isolation Pilot Plant

Field testing, see Flow testing; In situ buffer compaction; In situ experiment; Isothermal experiment

Filler materials 209 Finite element analysis

on flow 15-20,132-5 on stress 18-19,31-6

Flow analysis axisymmetric 15-18,134-5, 138-40,

147-50,162-5,171 one dimensional 128,136-8,142-7,

165-6,173 see also Finite element analysis

Flow calculation, see Finite element analysis; Flow analysis

Flow net 15-16 Flow testing

with brine 218 with dye 50-2 with gas 214 head-buildup 140-50,154,168-71 high temperature 78-9 longitudinal 76 one-side-configuration 127, 134-5,

155, 183 polyaxial 77-8 steady constant-head 152-3 steady-state flow 131-5,159 tracer 150-2,154,171-6,217

see also Dye testing transient constant-head 153-4 transient flow 135-40, 166-8 two-side configuration 127,155,182 with water 14-15

Fluid barrier 209 Flyash 207

see also Cement Fractional density 202, 203

see also Consolidation Fracture 11,25,216,217 Fuller-Thompson equation 68,69

Geochemistry 227 see also Chemical compatibility

Granite 13,20,42,46-7,102,117-18

Grout cement 206-9 procedure 249-50 PureGold 296 see also Cement

Halite, see Rock salt Heater 102, 109, 117, 124 Heater-buffer interaction 99 Host media, see Rock Host rock, see Rock Hydraulic bond, see Bond Hydraulic conductivity 4,6,7, 15, 118,

158,170-1 see also Permeability

Hydraulic gradient 110,122,130,151 Hydrodynamic dispersion 126,152 Hydrogeology 1l0, 122, 141

Impulse variation 144 In situ buffer compaction 107-8, 112-13 In situ experiment 100-1 In situ testing, see Flow testing; In situ buffer

compaction; In situ experiment; Isothermal experiment

Interbed 189 Isothermal experiment 101, 117-18

Joffe effect 204

Kozeny-Carman equation 88,90-3

Laboratory testing, see Compaction; Dye testing; Dynamic; Flow testing; Push­out testing

Leakage at cement plug-rock interface

25-6,52 at concrete-rock interface 251 through concrete plug 250-1 through rock fracture 25 through surrounding rock 251

Limestone 158 Load

axial 28 see also Push-out testing

thermal 273 transfer 240 seismic 273-4

see also Dynamic see also Stress

Material selection 276-7 see also Design

Mechanical bond, see Bond Mine

abandonment 126 closure 4 discharge 4 flooding 4 safety 126 waste 126

328

Montmorillonite 66-7,96,280-2 see also Bentonite

National Coal Board North Selby Mine 258-64

Nuclear waste repositories 2,28,41,61 see also Waste disposal

Openings, see Excavations Oracle Ridge mine 158 Overcoring 183 Overpack, see Buffer

Performance testing, see Case study; Field testing; Laboratory testing

Permeability basalt 20 bentonite 65,67-79,209,218,285 bentonite-crushed rock mixture

75-80 calculation, see Finite element analysis;

Flow analysis cement plug 15-18,20-5,46-50,

175-8,180 granite 20,46-50,118 granular salt 202-3,206 limestone 158 rock salt 186, 194-6 tuff 20, 178-9

Permeameter 11-12,131 Placement 2,7,275,277-8

see also Emplacement Piezometer 101-2,110,122,158 Plug

annular 26 axial strength 37-8 bearing resistance 234-5 boundary 228 confining pressure effect 20-4, 273 concrete 118,213,246-9 consolidation 227, 258 construction 246-9 control 226-7 deformation 120 design 233-46,249-54,274-6 displacement 121 drilling effect 24-5 drying effect 26 emergency 227 failure 228 fracture effect 25 granular salt 215-17

see also Compaction; Consolidation leakage 250-1 length 230-1,252-4,275 location 228 placement 277-8

see also Emplacement precautionary 226,257-8 seismic effect 273-4

see also Dynamic shape 228-31

Index

shearing resistance 275 see also Bond; Push-out testing

size effect 59-60 strength 232-4, 239 stress 18-19,232

see also Stress taper 237, 238-40 temporary 227,258 thermal effect 248, 273 types 226-7 width 233 see also Bentonite; Cement plug, Concrete;

Plug-rock interface Plugging, see Sealing Plug-rock interface

aperture 26 axial strength 31 flow 25-6,50-1,52 interaction pressure 25-6 leakage 52, 251 shear stress 30-1

Plug-rock permeability ratio 17-18,22-3

see also Finite element analysis Pneumatic packer 159,168,

178,212-13 Porosity 75, 88, 199,206 Portland cement, see Cement Pulse test 140-2

see also Flow testing Pump 11-12,159-60 Push-out testing 29-31,211

see also Bond

Radioactive waste repository, see Nuclear waste repositories; Waste disposal

Ramp 7,97 Recovery variation 142-3 Recrystallization 204 Rock, see Basalt; Granite; Limestone; Rock

salt; Tuff Rock bridge 10, 14 Rock salt

constitutive model 193-4 creep 192-4 dilation 199 disturbed zone 196-9 granular 201-6,215-17,221 healing 199-201 mechanics 191-2 microcrack in 196-7 permeability 194-6 triaxial compression 191-2

Rock specimen, see Basalt; Granite; Limestone; Rock salt; Tuff

Salt, see Rock salt Seal

annular 286-7, 295 bentonitic 215-18

see also Bentonite

Index 329

cementitious 221,275 see also Cement; Cement plug

compressive storage 143 concrete 213-15

see also Concrete design, see Design in situ stress effect 273

see also Stress installation 179-80

see also Compaction; Emplacement; Placement

interference from nearby activities 272-3

length 272,275 location 274 performance 10,211-12

see also Performance testing under pressure 272 removal 175 seismic effect 272-3

see also Dynamic; Seismic system 274,276 thermal effect 273 see also Plug

Sealing design, see Design location 270,274 long-term 190 objectives 268-9 options 189-90 permanent 190,269 plan 270-1 practice 2,186,188-9,276 regulations 1-2,188-9,269 research 2-3 short-term 189-90

Seal-rock interface 211,212 see also Concrete-rock interface; Plug­

rock interface Seismic

activity 273-4 hazard 40-1 load 61 see also Dynamic; Earthquake

Shaft 7,28,225,258-64 Shaking table 43,44, 52

see also Dynamic Site characteristics 270-4

see also Design Smectite 280, 282

see also Bentonite; Clay; Montmorillonite Specific discharge 130 Specific storage 129, 130, 135-7, 153 Stiffness 275 Storage cavern 41,187,272 Strategic petroleum reserve 187-8

Stress analysis 18-19,33-6 axial 11-12, 30-1, 33-4 concrete 242-5 confining 11-12 in situ 273 interface shear 30-1,33-4 invariant 22 permissible stress 242 - 5 plug 18-20,232-3 radial 19 rock 20-4,34-6,231-2 shear 30,33-4,233 steel 245, 246 tangential 19 tensile 34-6

Suction 99,106,122-3 Superior Arizona 29, 178-9 Swelling clay 280

see also Bentonite; Montmorillonite

Temperature gradient 119 Temperature variation 26 Testing, see Field testing; Flow testing;

Laboratory testing Test site, see Oracle Ridge mine; Superior

Arizona; Underground Research Laboratory; Waste Isolation Pilot Plant

Thermal conductivity 98,114 Thermal expansion 112,116 Tuff 13,19,20,29,34-5,67,178-9 Tunnels 7,28,96-7, 126 Type curve 136-7, 138, 139, 144-5,

149-50,154 see also Flow analysis

Underground excavation, see Excavations Underground Research Laboratory 99-100 Uniformity coefficient 276

Ventilation 228 Viscosity 130 Void ratio 89 Volume strain 202

Waste disposal Canada 97-9 Sweden 3,96 United States 186 see also Waste Isolation Pilot Plant

Waste Isolation Pilot Plant 186,212,213

Water head 231,253 Well

abandonment 269 monitoring 286-7, 294-6 oil and gas 2, 186-7