| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A case study of the properties of marble as building veneer
|
Logan, J.M.
|
|
1993
|
30 |
7 |
p. 1531-1537
7 p.
|
artikel
|
| 2 |
Accelerated weathering in building stone
|
Bortz, S.
|
|
1993
|
30 |
7 |
p. 1559-1562
4 p.
|
artikel
|
| 3 |
Acoustic emission and ultrasonic velocity study of excavation-induced microcrack damage at the underground research laboratory
|
Carlson, S.R.
|
|
1993
|
30 |
7 |
p. 901-907
7 p.
|
artikel
|
| 4 |
Acoustic velocity changes during shear enhanced compaction of sandstone
|
Scott Jr., T.E.
|
|
1993
|
30 |
7 |
p. 763-769
7 p.
|
artikel
|
| 5 |
Advanced triaxial swelling tests on preserved shale cores
|
Steiger, Ronald P.
|
|
1993
|
30 |
7 |
p. 681-685
5 p.
|
artikel
|
| 6 |
A micromechanically consistent poroviscoelasticity theory for rock mechanics applications
|
Abousleiman, Y.
|
|
1993
|
30 |
7 |
p. 1177-1180
4 p.
|
artikel
|
| 7 |
A model of crack growth in microcracked rock
|
Dyskin, A.V.
|
|
1993
|
30 |
7 |
p. 813-820
8 p.
|
artikel
|
| 8 |
A model of dynamic confinement during drilling in pressurized boreholes
|
Kollé, J.J.
|
|
1993
|
30 |
7 |
p. 1215-1218
4 p.
|
artikel
|
| 9 |
Analysis of a mine roof using the DDA method
|
Yeung, M.R.
|
|
1993
|
30 |
7 |
p. 1411-1417
7 p.
|
artikel
|
| 10 |
Analysis of crack reopening behavior for hydrofrac stress measurement
|
Ito, T.
|
|
1993
|
30 |
7 |
p. 1235-1240
6 p.
|
artikel
|
| 11 |
Analysis of induced seismicity for fault zone identification
|
Cornet, F.H.
|
|
1993
|
30 |
7 |
p. 789-795
7 p.
|
artikel
|
| 12 |
Analysis of preferential flow paths using graph theory
|
Yang, G.
|
|
1993
|
30 |
7 |
p. 1423-1429
7 p.
|
artikel
|
| 13 |
An analytical method for determining horizontal stress bounds from wellbore data
|
Tan, C.P.
|
|
1993
|
30 |
7 |
p. 1103-1109
7 p.
|
artikel
|
| 14 |
A new approach for rock mass cavability modeling
|
Hadj Hassen, F.
|
|
1993
|
30 |
7 |
p. 1379-1385
7 p.
|
artikel
|
| 15 |
A new discrete rockbolt element for finite element analysis
|
Cho, T.F.
|
|
1993
|
30 |
7 |
p. 1307-1310
4 p.
|
artikel
|
| 16 |
A new hypothesis to explain stability of borehole breakouts
|
Cheatham Jr., J.B.
|
|
1993
|
30 |
7 |
p. 1095-1101
7 p.
|
artikel
|
| 17 |
Anisotropic crack damage and stress-memory effects in rocks under triaxial loading
|
Stuart, C.E.
|
|
1993
|
30 |
7 |
p. 937-941
5 p.
|
artikel
|
| 18 |
A numerical approach to subsidence prediction and stress analysis in coal mining using a laminated model
|
Yang, G.
|
|
1993
|
30 |
7 |
p. 1419-1422
4 p.
|
artikel
|
| 19 |
Assessment of conventional methodologies for joint roughness coefficient determination
|
Hsiung, S.M.
|
|
1993
|
30 |
7 |
p. 825-829
5 p.
|
artikel
|
| 20 |
Assessment of damage in rock using the Kaiser effect of acoustic emission
|
Li, C.
|
|
1993
|
30 |
7 |
p. 943-946
4 p.
|
artikel
|
| 21 |
A study of ground behavior in longwall mining through field instrumentation
|
Yu, Z.
|
|
1993
|
30 |
7 |
p. 1441-1444
4 p.
|
artikel
|
| 22 |
A study of shale pore pressure change by the salinity of drilling fluid
|
Yew, C.H.
|
|
1993
|
30 |
7 |
p. 1201-1204
4 p.
|
artikel
|
| 23 |
A study of squeezing flow in fracture channels
|
Lin, D.
|
|
1993
|
30 |
7 |
p. 841-844
4 p.
|
artikel
|
| 24 |
A zeroth-order statistical model for fracture in rock in compression
|
Blair, S.C.
|
|
1993
|
30 |
7 |
p. 1619-1622
4 p.
|
artikel
|
| 25 |
Bored raise overcoring for in situ stress determination at the underground research laboratory
|
Chandler, N.A.
|
|
1993
|
30 |
7 |
p. 989-992
4 p.
|
artikel
|
| 26 |
Case study of monitoring changes in roof stability
|
Maleki, Hamid
|
|
1993
|
30 |
7 |
p. 1395-1401
7 p.
|
artikel
|
| 27 |
Compressibility of porous rocks under different stress conditions
|
Zheng, Z.
|
|
1993
|
30 |
7 |
p. 1181-1184
4 p.
|
artikel
|
| 28 |
Compressional to shear velocity ratios in sedimentary rocks
|
Johnston, J.E.
|
|
1993
|
30 |
7 |
p. 751-754
4 p.
|
artikel
|
| 29 |
Compressive and tensile failure of boreholes arbitrarily-inclined to principal stress axes: Application to the KTB boreholes, Germany
|
Brudy, M.
|
|
1993
|
30 |
7 |
p. 1035-1038
4 p.
|
artikel
|
| 30 |
Computing 3-D key blocks delimited by joint traces on tunnel surfaces
|
Chern, J.C.
|
|
1993
|
30 |
7 |
p. 1599-1604
6 p.
|
artikel
|
| 31 |
Constitutive mechanical behaviour of synthetic sandstone formed under stress
|
Holt, R.M.
|
|
1993
|
30 |
7 |
p. 719-722
4 p.
|
artikel
|
| 32 |
Constraining numerical models with geomechanical data and microseismic fault-plane solutions
|
Connors, C.F.
|
|
1993
|
30 |
7 |
p. 1371-1377
7 p.
|
artikel
|
| 33 |
Coupled permeability and hydrofracture tests to assess the waste-containment properties of fractured anhydrite
|
Beauheim, R.L.
|
|
1993
|
30 |
7 |
p. 1159-1163
5 p.
|
artikel
|
| 34 |
Cracks in building stone
|
Simmons, Gene
|
|
1993
|
30 |
7 |
p. 1553-1557
5 p.
|
artikel
|
| 35 |
Critical porosity—A physical boundary in poroelasticity
|
Yin, H.
|
|
1993
|
30 |
7 |
p. 805-808
4 p.
|
artikel
|
| 36 |
Crystal stresses in the north sea from breakouts and other borehole data
|
Cowgill, S.M.
|
|
1993
|
30 |
7 |
p. 1111-1114
4 p.
|
artikel
|
| 37 |
Deformation and diffusion behaviour in a solid experiencing damage: a continuous damage model and its numerical implementation
|
Cheng, H.
|
|
1993
|
30 |
7 |
p. 1323-1331
9 p.
|
artikel
|
| 38 |
Design and construction of a wide tunnel under shallow cover — The Lafayette Bluff tunnel south portal
|
Lee Petersen, D.
|
|
1993
|
30 |
7 |
p. 1477-1483
7 p.
|
artikel
|
| 39 |
Detailed measurements of deformation in the excavation disturbed zone
|
Thompson, P.M.
|
|
1993
|
30 |
7 |
p. 1511-1514
4 p.
|
artikel
|
| 40 |
Determination of in situ fracture toughness
|
Zhao, X.L.
|
|
1993
|
30 |
7 |
p. 837-840
4 p.
|
artikel
|
| 41 |
Differential strain curve analysis to estimate the stress state of the Hijiori hot dry rock field, Japan
|
Oikawa, Y.
|
|
1993
|
30 |
7 |
p. 1023-1026
4 p.
|
artikel
|
| 42 |
Dilatancy of rock salt in laboratory tests
|
Van Sambeek, Leo L.
|
|
1993
|
30 |
7 |
p. 735-738
4 p.
|
artikel
|
| 43 |
3D structural analysis of SPDV test room 2 and cross drift intersections at the WIPP
|
Argüello, J.Guadalupe
|
|
1993
|
30 |
7 |
p. 1519-1522
4 p.
|
artikel
|
| 44 |
Effective-stress rules for pore-fluid transport in rocks containing two minerals
|
Berryman, J.G.
|
|
1993
|
30 |
7 |
p. 1165-1168
4 p.
|
artikel
|
| 45 |
Effect of strain rate on a set of fractures
|
Wu, H.
|
|
1993
|
30 |
7 |
p. 869-872
4 p.
|
artikel
|
| 46 |
Effects of chemical solutions on rock fracturing
|
Karfakis, M.G.
|
|
1993
|
30 |
7 |
p. 1253-1259
7 p.
|
artikel
|
| 47 |
Effects of deformation and strength anisotropy on borehole failures in saturated shales
|
Aoki, T.
|
|
1993
|
30 |
7 |
p. 1031-1034
4 p.
|
artikel
|
| 48 |
Effects of stress anisotropy on the static and dynamic properties of Berea sandstone
|
Ita, S.L.
|
|
1993
|
30 |
7 |
p. 785-788
4 p.
|
artikel
|
| 49 |
Elasto-plastic finite element analysis of underground openings using elastic supports
|
Sharan, Shailendra K.
|
|
1993
|
30 |
7 |
p. 1291-1294
4 p.
|
artikel
|
| 50 |
Empirical relations between compressive strength and porosity of siliciclastic rocks
|
Vernik, L.
|
|
1993
|
30 |
7 |
p. 677-680
4 p.
|
artikel
|
| 51 |
Equivalent properties of a jointed Biot material
|
Pariseau, W.G.
|
|
1993
|
30 |
7 |
p. 1151-1157
7 p.
|
artikel
|
| 52 |
Estimating the state of stress from subhorizontal hydraulic fractures at the underground research laboratory, Manitoba
|
Haimson, B.
|
|
1993
|
30 |
7 |
p. 959-964
6 p.
|
artikel
|
| 53 |
Evaluating the effects of the number of caverns on the performance of underground oil storage facilities
|
Hoffman, E.L.
|
|
1993
|
30 |
7 |
p. 1523-1526
4 p.
|
artikel
|
| 54 |
Evaluation of hydraulic underpressures at Wellenberg, Switzerland
|
Vinard, P.
|
|
1993
|
30 |
7 |
p. 1143-1150
8 p.
|
artikel
|
| 55 |
Experimental and analytical interpretation of the behaviour of laboratory tests on composite specimens
|
Del Greco, O.
|
|
1993
|
30 |
7 |
p. 1539-1543
5 p.
|
artikel
|
| 56 |
Experimental deformation of shale: Mechanical properties and microstructural indicators of mechanisms
|
Ibanez, William D.
|
|
1993
|
30 |
7 |
p. 723-734
12 p.
|
artikel
|
| 57 |
Experimental error for permeability and specific storage from pulse decay measurements
|
Wang, H.F.
|
|
1993
|
30 |
7 |
p. 1173-1176
4 p.
|
artikel
|
| 58 |
Experimental evaluation of a constitutive model for inelastic flow and damage evolution in solids subjected to triaxial compression
|
Fossum, A.F.
|
|
1993
|
30 |
7 |
p. 1341-1344
4 p.
|
artikel
|
| 59 |
Fabric evolution during the deformation of chalk
|
Kågeson-Loe, N.M.
|
|
1993
|
30 |
7 |
p. 739-745
7 p.
|
artikel
|
| 60 |
Field evaluation of cable bolt supports
|
Goris, J.M.
|
|
1993
|
30 |
7 |
p. 1431-1434
4 p.
|
artikel
|
| 61 |
Fractal characteristics of mesofractures in compressed rock specimens
|
Zhao, Yonghong
|
|
1993
|
30 |
7 |
p. 877-882
6 p.
|
artikel
|
| 62 |
Fracture nucleation from a compression-parallel, finite-width elliptical flaw
|
Yuan, Y.G.
|
|
1993
|
30 |
7 |
p. 873-876
4 p.
|
artikel
|
| 63 |
Fracture process zone development during hydraulic fracturing
|
Huang, J-I.
|
|
1993
|
30 |
7 |
p. 1295-1298
4 p.
|
artikel
|
| 64 |
Gas barrier design for the WIPP
|
Hansen, Frank D.
|
|
1993
|
30 |
7 |
p. 1515-1518
4 p.
|
artikel
|
| 65 |
General theory of the Kaiser effect
|
Holcomb, D.J.
|
|
1993
|
30 |
7 |
p. 929-935
7 p.
|
artikel
|
| 66 |
Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method
|
Siebrits, E.
|
|
1993
|
30 |
7 |
p. 1387-1393
7 p.
|
artikel
|
| 67 |
Gravitational stresses in long asymmetric ridges and valleys in anisotropic rock
|
Pan, E.
|
|
1993
|
30 |
7 |
p. 1005-1008
4 p.
|
artikel
|
| 68 |
Hydrofrac stress data for the European HDR research project test site Soultz-Sous-Forets
|
Klee, G.
|
|
1993
|
30 |
7 |
p. 973-976
4 p.
|
artikel
|
| 69 |
Hydromechanical response of a fracture undergoing compression and shear
|
Olsson, W.A.
|
|
1993
|
30 |
7 |
p. 845-851
7 p.
|
artikel
|
| 70 |
Improving the performance of open hole stress tools
|
Thiercelin, M.
|
|
1993
|
30 |
7 |
p. 1249-1252
4 p.
|
artikel
|
| 71 |
Incremental constitutive relations for the study of wellbore failure
|
Brignoli, M.
|
|
1993
|
30 |
7 |
p. 1319-1322
4 p.
|
artikel
|
| 72 |
Incremental growth of a shallow hydraulic fracture at a waste remediation site, Oakbrook, Illinois from inversion of elevation changes
|
Du, Yijun
|
|
1993
|
30 |
7 |
p. 1273-1279
7 p.
|
artikel
|
| 73 |
Influence of anisotropies in borehole stability
|
Ong, S.H.
|
|
1993
|
30 |
7 |
p. 1069-1075
7 p.
|
artikel
|
| 74 |
Influence of a strengthened rock ring on the deformations of the opening for a deep tunnel
|
Hagedorn, H.
|
|
1993
|
30 |
7 |
p. 1469-1472
4 p.
|
artikel
|
| 75 |
Influence of a stress relief Hole's depth on induced displacements: Application in interferometric stress determinations
|
Schmitt, D.R.
|
|
1993
|
30 |
7 |
p. 985-988
4 p.
|
artikel
|
| 76 |
Influence of inelastic rock behaviour in hydraulic fracturing
|
Papanastasiou, P.
|
|
1993
|
30 |
7 |
p. 1241-1247
7 p.
|
artikel
|
| 77 |
Influence of rock joint degradation on hydraulic conductivity
|
Boulon, M.J.
|
|
1993
|
30 |
7 |
p. 1311-1317
7 p.
|
artikel
|
| 78 |
In situ flow testing of a cement borehole seal in welded tuff
|
Crouthamel, D.R.
|
|
1993
|
30 |
7 |
p. 1503-1506
4 p.
|
artikel
|
| 79 |
In situ stress heterogeneity and crack density distribution
|
Ikeda, R.
|
|
1993
|
30 |
7 |
p. 1013-1018
6 p.
|
artikel
|
| 80 |
In situ stress measurement by hydraulic fracturing at the Kamaishi mine
|
Hayashi, K.
|
|
1993
|
30 |
7 |
p. 951-957
7 p.
|
artikel
|
| 81 |
In situ stress measurements and their application in the design of the Gjøvik olympic mountain hall
|
Tunbridge, L.W.
|
|
1993
|
30 |
7 |
p. 977-980
4 p.
|
artikel
|
| 82 |
Inversion of surface displacements to monitor in situ processes
|
Dusseault, Maurice B.
|
|
1993
|
30 |
7 |
p. 1219-1222
4 p.
|
artikel
|
| 83 |
Laboratory measurements of the effective-stress law for carbonate rocks under deformation
|
Warpinski, N.R.
|
|
1993
|
30 |
7 |
p. 1169-1172
4 p.
|
artikel
|
| 84 |
Laboratory study of borehole breakouts in Cordova Cream: a case of shear failure mechanism
|
Haimson, B.C.
|
|
1993
|
30 |
7 |
p. 1047-1056
10 p.
|
artikel
|
| 85 |
Laboratory study of borehole breakouts in Lac du Bonnet granite: a case of extensile failure mechanism
|
Lee, M.
|
|
1993
|
30 |
7 |
p. 1039-1045
7 p.
|
artikel
|
| 86 |
Laboratory study of water flow through multiple fractures
|
Shimo, M.
|
|
1993
|
30 |
7 |
p. 853-856
4 p.
|
artikel
|
| 87 |
Large diameter tunneling in a soft clay shale - A case history of the San Antonio flood control tunnels
|
Green, Melvin G.
|
|
1993
|
30 |
7 |
p. 1461-1467
7 p.
|
artikel
|
| 88 |
Long term stability of the underground cavern for the pharaoh and the deterioration of the great Sphinx
|
Tanimoto, C.
|
|
1993
|
30 |
7 |
p. 1545-1551
7 p.
|
artikel
|
| 89 |
Measurement of the stress corrosion limit, K0, in quartz and Na-lime glass
|
Dunning, J.
|
|
1993
|
30 |
7 |
p. 687-690
4 p.
|
artikel
|
| 90 |
Mechanical properties and microstructure of shock-conditioned tuff
|
Martin, J.W.
|
|
1993
|
30 |
7 |
p. 669-675
7 p.
|
artikel
|
| 91 |
Mechanics of a rock anchor with a Penny-shaped basal crack
|
Selvadurai, A.P.S.
|
|
1993
|
30 |
7 |
p. 1285-1290
6 p.
|
artikel
|
| 92 |
Micromechanical modeling of tuffaceous rock for application in nuclear waste storage
|
Wang, R.
|
|
1993
|
30 |
7 |
p. 1351-1357
7 p.
|
artikel
|
| 93 |
Micromechanics of granular materials -numerical simulation of the effects of heterogeneities
|
Liu, Zhong
|
|
1993
|
30 |
7 |
p. 1281-1284
4 p.
|
artikel
|
| 94 |
Modeling borehole breakout by mixed mode crack growth, interaction, and coalescence
|
Du, W.
|
|
1993
|
30 |
7 |
p. 809-812
4 p.
|
artikel
|
| 95 |
Modeling large underground experimental halls for the Superconducting Super Collider
|
Duan, F.
|
|
1993
|
30 |
7 |
p. 1333-1339
7 p.
|
artikel
|
| 96 |
Modeling of naturally fractured reservoirs using deformation dependent flow mechanism
|
Bai, M.
|
|
1993
|
30 |
7 |
p. 1185-1191
7 p.
|
artikel
|
| 97 |
Modelling the propagation and closure of micro-hydraulic fractures
|
Desroches, J.
|
|
1993
|
30 |
7 |
p. 1231-1234
4 p.
|
artikel
|
| 98 |
Modulus and permeability variations during air/water flow in shaley sandstones
|
Holder, J.
|
|
1993
|
30 |
7 |
p. 771-777
7 p.
|
artikel
|
| 99 |
Near-surface, “Thin Skin” reverse faulting stresses in the Southeastern United States
|
Moos, Daniel
|
|
1993
|
30 |
7 |
p. 965-971
7 p.
|
artikel
|
| 100 |
Normalized rock failure envelope as a function of rock grain size
|
Hareland, G.
|
|
1993
|
30 |
7 |
p. 715-717
3 p.
|
artikel
|
| 101 |
Numerical analysis of mixed mode I and Mode II fracture propagation
|
Shen, B.
|
|
1993
|
30 |
7 |
p. 861-867
7 p.
|
artikel
|
| 102 |
Numerical modeling of ground subsidence due to mining
|
Najjar, Y.
|
|
1993
|
30 |
7 |
p. 1445-1448
4 p.
|
artikel
|
| 103 |
Numerical modelling as an aid to the determination of the stress distribution in the goaf due to longwall coal mining
|
Thin, I.G.T.
|
|
1993
|
30 |
7 |
p. 1403-1409
7 p.
|
artikel
|
| 104 |
Numerical simulation of a compacting reservoir
|
Abdulraheem, A.
|
|
1993
|
30 |
7 |
p. 1299-1302
4 p.
|
artikel
|
| 105 |
Numerical simulation of 3D hydraulic fracture using Newtonian and power-law fluids
|
J.L., Sousa
|
|
1993
|
30 |
7 |
p. 1265-1271
7 p.
|
artikel
|
| 106 |
Numerical simulation of shear-induced compaction in the ekofisk reservoir
|
Chin, Lee
|
|
1993
|
30 |
7 |
p. 1193-1200
8 p.
|
artikel
|
| 107 |
Numerical simulation of strain-softening and dilation of rock salt
|
Fuenkajorn, K.
|
|
1993
|
30 |
7 |
p. 1303-1306
4 p.
|
artikel
|
| 108 |
On the modelling of near tip processes in hydraulic fractures
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1993
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30 |
7 |
p. 1127-1134
8 p.
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artikel
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| 109 |
Overpressures, fluid flow and stress regimes in the Jeanne d'Arc Basin, Canada
|
Yassir, N.A.
|
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1993
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30 |
7 |
p. 1209-1213
5 p.
|
artikel
|
| 110 |
Patterns of microseismic activity prior to a mountain bump
|
Coughlin, J.P.
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1993
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30 |
7 |
p. 917-923
7 p.
|
artikel
|
| 111 |
PEAK: a new kind of surface microscope
|
Durham, W.B.
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1993
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30 |
7 |
p. 699-702
4 p.
|
artikel
|
| 112 |
Performance of roadheaders at Harlan, Ky, diversion tunnels
|
Simmons, Marvin D.
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1993
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30 |
7 |
p. 1491-1496
6 p.
|
artikel
|
| 113 |
Performance of tunnel portals in weathered rock
|
Abramson, L.W.
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1993
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30 |
7 |
p. 1449-1452
4 p.
|
artikel
|
| 114 |
Permeability reduction due to grain crushing around a perforation
|
Papamichos, E.
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1993
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30 |
7 |
p. 1223-1229
7 p.
|
artikel
|
| 115 |
Physical modeling of piers socketed into soft rocks
|
Khan, A.R.
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1993
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30 |
7 |
p. 747-750
4 p.
|
artikel
|
| 116 |
Pore geometry and transport properties of Fontainebleau sandstone
|
Fredrich, J.T.
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1993
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30 |
7 |
p. 691-697
7 p.
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artikel
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| 117 |
Pore pressure buildup coefficient in synthetic and natural sandstones
|
Berge, P.A.
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1993
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30 |
7 |
p. 1135-1141
7 p.
|
artikel
|
| 118 |
Pore pressure change and compaction in north sea chalk hydrocarbon reservoirs
|
Jones, Mervyn
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1993
|
30 |
7 |
p. 1205-1208
4 p.
|
artikel
|
| 119 |
Potential role of acoustic emission/microseismicity investigations in the site characterization and performance monitoring of nuclear waste repositories
|
Paul Young, R.
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1993
|
30 |
7 |
p. 797-803
7 p.
|
artikel
|
| 120 |
Precursory pressure anomalies prior to coal mine failures
|
Brady, B.T.
|
|
1993
|
30 |
7 |
p. 913-916
4 p.
|
artikel
|
| 121 |
Preface
|
Haimson, Bezalel
|
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1993
|
30 |
7 |
p. xiii-xiv
nvt p.
|
artikel
|
| 122 |
Probabilistic slope analysis for structural failure
|
Young, D.S.
|
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1993
|
30 |
7 |
p. 1623-1629
7 p.
|
artikel
|
| 123 |
Review of some poroelastic effects in rock mechanics
|
Cheng, A.H.-D.
|
|
1993
|
30 |
7 |
p. 1119-1126
8 p.
|
artikel
|
| 124 |
Rock stress redistribution around an open pit mine in Hardrock
|
Myrvang, A.
|
|
1993
|
30 |
7 |
p. 1001-1004
4 p.
|
artikel
|
| 125 |
Scaling of constitutive parameters of friction for fractal surfaces
|
Wang, W.
|
|
1993
|
30 |
7 |
p. 1359-1365
7 p.
|
artikel
|
| 126 |
Seismic imaging of blast damage
|
Maxwell, S.C.
|
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1993
|
30 |
7 |
p. 1435-1440
6 p.
|
artikel
|
| 127 |
Shale-fluid interaction under simulated downhole conditions, and its effect on borehole stability
|
Remvik, F.
|
|
1993
|
30 |
7 |
p. 1115-1118
4 p.
|
artikel
|
| 128 |
Shale strength measurements using a penetrometer
|
Chenevert, M.E.
|
|
1993
|
30 |
7 |
p. 703-706
4 p.
|
artikel
|
| 129 |
Shear wave attenuation in dry and saturated sandstone at seismic to ultrasonic frequencies
|
Green, D.H.
|
|
1993
|
30 |
7 |
p. 755-761
7 p.
|
artikel
|
| 130 |
Soft rock tunneling conditions and concerns in downtown Minneapolis
|
Lindner, E.N.
|
|
1993
|
30 |
7 |
p. 1473-1476
4 p.
|
artikel
|
| 131 |
Solution for pore pressure and stress in a porous hollow cylinder: Application to a laboratory experiment
|
Schmitt, D.R.
|
|
1993
|
30 |
7 |
p. 1057-1060
4 p.
|
artikel
|
| 132 |
Some modes of deformation and failure of lined tunnels
|
Kendorski, F.S.
|
|
1993
|
30 |
7 |
p. 1497-1501
5 p.
|
artikel
|
| 133 |
Spatial simulation of rock strength properties using a Markov-Bayes method
|
Miller, Stanley M.
|
|
1993
|
30 |
7 |
p. 1631-1637
7 p.
|
artikel
|
| 134 |
Stability analysis of multiple-block sliding surfaces
|
Leung, C.F.
|
|
1993
|
30 |
7 |
p. 1579-1584
6 p.
|
artikel
|
| 135 |
Stability of the jointed roof in stratified rock
|
Passaris, E.K.S.
|
|
1993
|
30 |
7 |
p. 857-860
4 p.
|
artikel
|
| 136 |
Stochastic estimation of fracture size through simulated sampling
|
La Pointe, Paul R.
|
|
1993
|
30 |
7 |
p. 1611-1617
7 p.
|
artikel
|
| 137 |
Stress heterogeneity and geological structures
|
Martin, C.D.
|
|
1993
|
30 |
7 |
p. 993-999
7 p.
|
artikel
|
| 138 |
Stress-induced anisotropy and loading path effects on borehole responses
|
Wang, Y.
|
|
1993
|
30 |
7 |
p. 1367-1370
4 p.
|
artikel
|
| 139 |
Structural analysis of stone clad precast concrete building panels
|
Hoigard, K.R.
|
|
1993
|
30 |
7 |
p. 1567-1573
7 p.
|
artikel
|
| 140 |
Studies on hydraulic fracturing stress measurement assisted by water jet borehole slotting
|
Mizuta, Y.
|
|
1993
|
30 |
7 |
p. 981-984
4 p.
|
artikel
|
| 141 |
Studying hydraulic fracturing mechanism by laboratory experiments with acoustic emission monitoring
|
Matsunaga, I.
|
|
1993
|
30 |
7 |
p. 909-912
4 p.
|
artikel
|
| 142 |
Study of transient flow in hard fractured rocks with a discrete fracture network model
|
Ezzedine, S.
|
|
1993
|
30 |
7 |
p. 1605-1609
5 p.
|
artikel
|
| 143 |
Tensile stress-strain behavior of lightly cemented sand
|
Dass, R.N.
|
|
1993
|
30 |
7 |
p. 711-714
4 p.
|
artikel
|
| 144 |
The block failure likelihood: A contribution to rock engineering in blocky rock masses
|
Hatzor, Y.
|
|
1993
|
30 |
7 |
p. 1591-1597
7 p.
|
artikel
|
| 145 |
The cracked chevron notched Brazilian disc test- geometrical considerations for practical rock fracture toughness measurement
|
Fowell, R.J.
|
|
1993
|
30 |
7 |
p. 821-824
4 p.
|
artikel
|
| 146 |
The development of rock fracture from microfracturing to main fracture formation
|
Huang, Jiefan
|
|
1993
|
30 |
7 |
p. 925-928
4 p.
|
artikel
|
| 147 |
The effect of anisotropic stress state on the stability of perforation cavities
|
Tronvoll, J.
|
|
1993
|
30 |
7 |
p. 1085-1089
5 p.
|
artikel
|
| 148 |
The effect of attenuation on b-values in acoustic emission measurements — A theoretical investigation
|
Unander, T.E.
|
|
1993
|
30 |
7 |
p. 947-950
4 p.
|
artikel
|
| 149 |
The influence of rock anisotropy on borehole breakouts: a microstatistical approach
|
Cuisiat, F.D.E.
|
|
1993
|
30 |
7 |
p. 1077-1083
7 p.
|
artikel
|
| 150 |
The influence of strain rate and sample inhomogeneity on the moduli and strength of welded tuff
|
Martin III, R.J.
|
|
1993
|
30 |
7 |
p. 1507-1510
4 p.
|
artikel
|
| 151 |
The influence of water on the behaviour of a key block
|
Karaca, M.
|
|
1993
|
30 |
7 |
p. 1575-1578
4 p.
|
artikel
|
| 152 |
Theoretical and experimental investigation of rock dilatancy near the tip of a propagating hydraulic fracture
|
Van Den Hoek, P.J.
|
|
1993
|
30 |
7 |
p. 1261-1264
4 p.
|
artikel
|
| 153 |
The pressure dependence of apparent hydrofracture toughness
|
Thallak, Sitharam
|
|
1993
|
30 |
7 |
p. 831-835
5 p.
|
artikel
|
| 154 |
The rock fracture hammer for indexing the impact strength of rocks in mechanical excavation
|
Inyang, H.I.
|
|
1993
|
30 |
7 |
p. 707-710
4 p.
|
artikel
|
| 155 |
The role of acoustic emission in the study of rock fracture
|
Lockner, D.
|
|
1993
|
30 |
7 |
p. 883-899
17 p.
|
artikel
|
| 156 |
The role of the intermediate principal stress in wellbore stability studies: Evidence from hollow cylinder tests
|
Addis, M.A.
|
|
1993
|
30 |
7 |
p. 1027-1030
4 p.
|
artikel
|
| 157 |
Three-dimensional in situ stress determination by anelastic strain recovery of a rock core
|
Matsuki, K.
|
|
1993
|
30 |
7 |
p. 1019-1022
4 p.
|
artikel
|
| 158 |
Time dependent behavior of tunnels excavated in porous mass
|
Giraud, A.
|
|
1993
|
30 |
7 |
p. 1453-1459
7 p.
|
artikel
|
| 159 |
Tunneling under the Apache Trail
|
Scott, G.A.
|
|
1993
|
30 |
7 |
p. 1485-1489
5 p.
|
artikel
|
| 160 |
Two- and three-dimensional calculations of scaled in situ tests using the M-D model of salt creep
|
Munson, D.E.
|
|
1993
|
30 |
7 |
p. 1345-1350
6 p.
|
artikel
|
| 161 |
Use of physical property data and testing in the design of curtain wall
|
Bayer, Jeffrey A.
|
|
1993
|
30 |
7 |
p. 1563-1566
4 p.
|
artikel
|
| 162 |
Variability and quality in ASR data represented by the Sandia model
|
Butterworth, S.
|
|
1993
|
30 |
7 |
p. 1009-1012
4 p.
|
artikel
|
| 163 |
Variation of joint orientation in block theory analysis
|
Mauldon, M.
|
|
1993
|
30 |
7 |
p. 1585-1590
6 p.
|
artikel
|
| 164 |
Variation of shear-wave amplitude during frictional sliding
|
Chen, W.-Y.
|
|
1993
|
30 |
7 |
p. 779-784
6 p.
|
artikel
|
| 165 |
Variations of rock properties within a quarry
|
Logan, J.M.
|
|
1993
|
30 |
7 |
p. 1527-1530
4 p.
|
artikel
|
| 166 |
X-ray tomography studies of wellbore processes under in situ stress conditions
|
Cook, J.M.
|
|
1993
|
30 |
7 |
p. 1091-1094
4 p.
|
artikel
|
| 167 |
Yield and closure of directional and horizontal wells
|
Ewy, R.T.
|
|
1993
|
30 |
7 |
p. 1061-1067
7 p.
|
artikel
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