4. In situ stress measurements in the Japanese islands: Over-coring results from a multi-element gauge used at 23 sites (Englisch)
Nationallizenz
- Neue Suche nach: Kanagawa, T.
- Neue Suche nach: Hibino, S.
- Neue Suche nach: Ishida, T.
- Neue Suche nach: Hayashi, M.
- Neue Suche nach: Kitahara, Y.
- Neue Suche nach: Kanagawa, T.
- Neue Suche nach: Hibino, S.
- Neue Suche nach: Ishida, T.
- Neue Suche nach: Hayashi, M.
- Neue Suche nach: Kitahara, Y.
In:
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
;
23
, 1
;
29-39
;
1986
-
ISSN:
- Aufsatz (Zeitschrift) / Elektronische Ressource
-
Titel:4. In situ stress measurements in the Japanese islands: Over-coring results from a multi-element gauge used at 23 sites
-
Beteiligte:Kanagawa, T. ( Autor:in ) / Hibino, S. ( Autor:in ) / Ishida, T. ( Autor:in ) / Hayashi, M. ( Autor:in ) / Kitahara, Y. ( Autor:in )
-
Erschienen in:
-
Verlag:
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Erscheinungsdatum:01.01.1986
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Format / Umfang:11 pages
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ISSN:
-
DOI:
-
Medientyp:Aufsatz (Zeitschrift)
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Format:Elektronische Ressource
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Sprache:Englisch
-
Datenquelle:
Inhaltsverzeichnis – Band 23, Ausgabe 1
Zeige alle Jahrgänge und Ausgaben
Die Inhaltsverzeichnisse werden automatisch erzeugt und basieren auf den im Index des TIB-Portals verfügbaren Einzelnachweisen der enthaltenen Beiträge. Die Anzeige der Inhaltsverzeichnisse kann daher unvollständig oder lückenhaft sein.
- 1
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EditorialHudson, J.A. et al. | 1986
- 3
-
1. Rock mechanics activities in JapanNishimatsu, Y. et al. | 1986
- 13
-
2. Size effect in the fracture toughness of Ogino tuffKobayashi, R. / Matsuki, K. / Otsuka, N. et al. | 1986
- 19
-
3. Joint stiffness and the deformation behaviour of discontinuous rockYoshinaka, R. / Yamabe, T. et al. | 1986
- 29
-
4. In situ stress measurements in the Japanese islands: Over-coring results from a multi-element gauge used at 23 sitesKanagawa, T. / Hibino, S. / Ishida, T. / Hayashi, M. / Kitahara, Y. et al. | 1986
- 41
-
5. Pillar control and the effects of back-filling support at Kosaka mineYamatomi, J. / Kotake, Y. et al. | 1986
- 55
-
6. Performance characteristics of a tunnel boring machine from the geomechanical viewpointMorimoto, T. / Hori, M. et al. | 1986
- 67
-
7. Analysis and monitoring of the Miyana railway tunnel constructed using the New Austrian tunnelling methodYoshimura, H. / Yuki, T. / Yamada, Y. / Kokubun, N. et al. | 1986
- 77
-
8. Increasing the extraction ratio at Yanahara mine and an associated programme of field measurementsSaito, T. / Araki, H. / Kameoka, Y. / Hiramatsu, Y. et al. | 1986
- 85
-
9. Microseismic activity associated with hydraulic miningSato, K. / Isobe, T. / Mori, N. / Goto, T. et al. | 1986
- 95
-
10. A case study of slope failure in a limestone quarryYamaguchi, U. / Shimotani, T. et al. | 1986
- 105
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Editorial—geomechanics abstractsSpencer, D.H. / Hudson, J.A. et al. | 1986
- A1
-
Preliminary accounts about the geological implications of the sand-quartz (AQ type)| 1986
- A1
-
1984 annual report of rock mechanics research in France (French Committee of Rock Mechanics) (In French)| 1986
- A1
-
Applications of artificial intelligence to problems of rock mechanics| 1986
- A1
-
Qualitative influence of the weathering degree upon the mechanical properties of an young gneiss residual soil| 1986
- A1
-
Soil conditions and foundation problems in the desert regions of the Middle East| 1986
- A1
-
Deformation of laminated silt loam due to repeated freezing and thawing cycles| 1986
- A2
-
Theory of tracer experiments in fissured rocks with a porous matrix| 1986
- A2
-
Laboratory investigation and analysis of a ground-water flowmeter| 1986
- A2
-
Soil freezing response: Influence of test conditions| 1986
- A2
-
Shrinkage and structure of allophane soil| 1986
- A2
-
Mechanical properties of Indian (Kund) slate| 1986
- A2
-
Pioneer geomechanical investigations on the cuirasses (lateritic ‘canga’) of ‘Serra dos Carajas’ in the Brazilian Amazon| 1986
- A2
-
Method of geotechnical description of the characteristics which determine the behaviour of tropical residual soils in terms of their classification (In French)| 1986
- A2
-
Influence of drying temperature on the physical, chemical and mechanical properties of some laterite soils from the north and north east of Brazil (In French)| 1986
- A3
-
Location and characteristics of laterites in Pakistan| 1986
- A3
-
Influence of the macrostructure originated from pedologic process on the mechanical behavior of lateritic porous soils in south Brazil| 1986
- A3
-
Geomechanical properties and engineering classification for decomposed granite soils in Kaduna district, Nigeria| 1986
- A3
-
Geotechnical characteristics of ‘Kunigami Maaji’ soils on Okinawa Island, Japan| 1986
- A3
-
Hydraulic, mineralogic and structural properties of laterites at Khanpur Dam project, Pakistan| 1986
- A3
-
Geotechnical characterization of the Sao Paulo red clay| 1986
- A3
-
Geotechnical data bank for tropical soils| 1986
- A3
-
Stress-strain-strength behaviour of a Brazilian Amazon yellow latosol| 1986
- A4
-
Engineering parameters in residual soils| 1986
- A4
-
Geotechnical parameters of a lateritic soil of Barreiras formation in Espirito Santo| 1986
- A4
-
Fractures and physical properties of the Mount Waldo granite pluton, Maine| 1986
- A4
-
Mellowing and anisotropy induced by wetting of moulded soil samples| 1986
- A4
-
Influence of the silt fraction mineralogy on the behaviour of saprolitic soils| 1986
- A4
-
Successful prediction of in situ fracture permeability and stiffness-characteristics through statistical rock mass characterization| 1986
- A4
-
Similarity test for grouping orientation data in rock mechanics| 1986
- A4
-
Rock mechanics aspects of volume changes in calcium sulfate bearing rocks due to geochemical phase transitions| 1986
- A5
-
Study of the mechanical behaviour of sand impregnated with bitumen (In French)| 1986
- A5
-
Direct tensile loading apparatus combined with a cubical test cell for testing rocks and concrete| 1986
- A5
-
Effect of consolidation history and stress path on hyperbolic stress-strain relations| 1986
- A5
-
Continuous plasticity version of the critical state model| 1986
- A5
-
Plasticity of compressible/dilatant rocklike materials| 1986
- A5
-
Performance of an elastoplastic model| 1986
- A5
-
Underwater instrument for determining bearing capacity of shallow marine sediments. Technical note| 1986
- A5
-
Effect of clay content on liquid limit from a fall cone and the British cup device. Technical note| 1986
- A6
-
Creep, dilatancy and compressibility of rocks around pressure shafts and oil wells (In French)| 1986
- A6
-
Mechanical properties and strength anisotropy of decomposed granite soil| 1986
- A6
-
Micromechanisms for plastic deformation of a granular soil (In French)| 1986
- A6
-
Lateral stresses observed in two simple shear apparatus| 1986
- A6
-
Cyclic loading and modeling of interfaces| 1986
- A6
-
Expanded shale lightweight fill: geotechnical properties. Technical note| 1986
- A6
-
Strength of intact geomechanical materials| 1986
- A6
-
Bearing capacity of gravity bases on layered soil| 1986
- A7
-
Study of the plasticity of lateritic soils: methodology and effect of drying on liquid and plastic limits| 1986
- A7
-
Undrained strength of sand undergoing cyclic rotation of principal stress axes| 1986
- A7
-
Effect of filler composition on the mechanical behaviour of filled rock joints (In German)| 1986
- A7
-
Field observation of pore pressure in soft clay| 1986
- A7
-
Power line foundation design using the pressuremeter| 1986
- A7
-
Stress-strain behaviour of jointed rock masses| 1986
- A7
-
Anisotropy of undrained shear sf strength of clays under axisymmetric loading conditions| 1986
- A7
-
Mechanical properties of American (Penn Argyl) slate| 1986
- A8
-
Identification classification and geotechnical characteristics of laterites at Khanpur dam project Pakistan| 1986
- A8
-
Remolding and drying effects upon plasticity limits of residual soils| 1986
- A8
-
Engineering properties of two layers of lateritic soils from Sao Paulo City, Brazil| 1986
- A8
-
Shear strength characteristics of typical Indian laterites| 1986
- A8
-
Prediction of strength of partly saturated soils| 1986
- A8
-
Physical properties and shear strength of decomposed granite soil| 1986
- A8
-
Some observations on the residual strength of tropical soils| 1986
- A8
-
Theoretical context for understanding unsaturated residual soil behaviour| 1986
- A9
-
Strength of Indiana Limestone in true biaxial loading conditions| 1986
- A9
-
Rapid assessment of shear strength and its variability| 1986
- A9
-
Quantification of power law indices for discontinuity shear strength prediction| 1986
- A9
-
Inversion of tiltmeter data obtained during two hydraulic fracturing experiments (In French)| 1986
- A9
-
Effect of pore pressure and heating time on the strength and sliding stability of a serpentinite gouge| 1986
- A9
-
Relationship of uniaxial compressive strength to point-load and moisture content indices of highly anisotropic sediments of the Illinois basin| 1986
- A10
-
Time-dependent behaviour of lined tunnels in soft rocks| 1986
- A10
-
Computing mean apparent soil thermal diffusivity from daily observations of soil temperature at two depths| 1986
- A10
-
Large scale static and dynamic friction experiments| 1986
- A10
-
Determination of solution cavern spacing in deep salt deposit| 1986
- A10
-
Effect of discontinuities, stress level, and discontinuity roughness on the thermal conductivity of a Maine Granite| 1986
- A10
-
Fracture toughness of sandstones and shales| 1986
- A10
-
Time-dependent behaviour of joints in shale| 1986
- A10
-
Frictional sliding and Fracture behaviour of some Nevada Test Site tuffs| 1986
- A11
-
Hydraulic conductivity of natural clays permeated with simple liquid hydrocarbons| 1986
- A11
-
Hydraulic conductivity of two prototype clay liners| 1986
- A11
-
Scaling the exponential soil-water diffusivity for soils from Ghana| 1986
- A11
-
Osmosis: a cause of apparent deviations from Darcy's law. Note| 1986
- A11
-
Internal stability of granular filters| 1986
- A11
-
Investigation of the relation between fissure flow and degree of contact area by an electric analogue model| 1986
- A11
-
Measuring air-filled porosity changes in an irrigated swelling clay soil| 1986
- A11
-
Effect of electrolyte solutions on the unsaturated hydraulic conductivity of a sodic clay soil| 1986
- A12
-
Volume change characteristics of undisturbed fibrous peat| 1986
- A12
-
Embankment on vertical drains - pore pressures during construction| 1986
- A12
-
Properties of a low-swelling smectitic marine clay of interest in soil engineering. Note| 1986
- A12
-
Measurement of linear shrinkage on black cotton soil| 1986
- A12
-
Investigation of the permeability behaviour of rock of varying strength by means of packer tests (In German)| 1986
- A12
-
Consolidation behaviour determined by the velocity method| 1986
- A12
-
Slope of consolidation lines. Note| 1986
- A12
-
Suction of a residual soil using low cost tensiometers| 1986
- A12
-
Microfabric and permeability of a laterite clay| 1986
- A13
-
Microcomputer based free torsional vibration test| 1986
- A13
-
Evaluation of soil liquefaction potentials in partially drained conditions| 1986
- A13
-
Identification and evaluation of collapsibility of colluvial soils that occur in the Sao Paulo state| 1986
- A13
-
Pore pressure developed in saturated sand subjected to cyclic shear stress under partial-drainage conditions| 1986
- A13
-
Liquefaction evaluation procedure| 1986
- A13
-
Energy dissipation and seismic liquefaction of sands: revised model| 1986
- A13
-
Dynamic tensile-compressive behaviour of concrete| 1986
- A13
-
Poisson's ratio as a parameter for determining dynamic elastic modulus| 1986
- A13
-
Development and evaluation of ultrasonic piezoelectric transducers for the determination of dynamic Young's modulus of triaxilly loaded rock cores| 1986
- A14
-
Two new methods for the identification of clayey soils (In French)| 1986
- A14
-
State of development of exploration technology in the coal mining industry| 1986
- A14
-
Presentation of geological data| 1986
- A14
-
Additional considerations about a new geotechnical classification for tropical soils| 1986
- A14
-
Some Nigerian laterites| 1986
- A14
-
Towards classification of tropical soil microstructure| 1986
- A14
-
Performance testing of the doorstopper biaxial strain cell| 1986
- A15
-
Characterization of rock conditions for the deep tunnel project in Milwaukee| 1986
- A15
-
Exploration and mapping hardcoal deposits as a basis of mine planning (In German and English)| 1986
- A15
-
Characterization of the precambrian granite in northwestern Illinois| 1986
- A15
-
Identification and evaluation of geotechnical hazards| 1986
- A15
-
Electrical measurements for assessing water ingress in the Bolmen Tunnel| 1986
- A15
-
Investigation in an active volcanic terrain| 1986
- A15
-
Site characterization studies of a volcanic cap rock| 1986
- A15
-
Investigations in unconsolidated sediments| 1986
- A16
-
Engineering properties of the Maquoketa shale in northwestern Illinois| 1986
- A16
-
Measurement of earth pressure| 1986
- A16
-
Reliability of geotechnical instrumentation| 1986
- A16
-
Using bulk density to calculate soil water changes in soils with shrinkage cracks| 1986
- A16
-
Reliability of pore pressure measurement| 1986
- A16
-
Use of hydraulic rotary drill cuttings to determine salt content of sediments. Note| 1986
- A16
-
Determination of the discontinuity parameters by means of the ISM-method| 1986
- A16
-
Interpretation of fracturing in drill cores| 1986
- A16
-
Introduction to symposium on reliability of geotechnical instrumentation| 1986
- A17
-
Some facts about the reliability of vibrating wire instruments| 1986
- A17
-
Closing remarks on reliability of geotechnical instrumentation| 1986
- A17
-
Computing costs for FEM analysis of foundation engineering problems and possible ways of increasing efficiency| 1986
- A17
-
Deformation measurements with non-stationary electronic inclinometers (In German)| 1986
- A17
-
Reliability of strain gauges and load cells for geotechnical engineering applications| 1986
- A17
-
Instrumental reliability at Harvard Square Station| 1986
- A17
-
Reasonable block-supporting structure for open-pit planning model (In Chinese)| 1986
- A17
-
Mathematical modelling of jointed rock masses| 1986
- A18
-
Effect of pore-fluid compressibility on failure loads in elastic-plastic soil| 1986
- A18
-
Linearization of in situ stress change formulae for gauges at arbitrary down-hole orientation. Technical note on practical applications| 1986
- A18
-
Graph-theoretical approach to the mechanics of granular materials| 1986
- A18
-
On the choice of elastic parameters for sand. Short communication| 1986
- A18
-
Three dimensional analysis of slope stability| 1986
- A18
-
Viscoelastic analysis of piles and pile groups| 1986
- A18
-
Solution of base stability analysis in layered soil. Technical note| 1986
- A18
-
Application of the calculus of variations to rectilinear flow of granular materials| 1986
- A19
-
Vertical response of arbitrarily shaped embedded foundations| 1986
- A19
-
Seismic stability of gentle infinite slopes| 1986
- A19
-
Status on studies of rock drillability (In Chinese)| 1986
- A19
-
Stability analyses of near surface tunnels (In German)| 1986
- A19
-
Blind drilling down under| 1986
- A19
-
Problem of the two-dimensional calculation of the stresses in the tunnel lining taking into account the influence of the heading face by finite element method| 1986
- A19
-
Calculation and use of two drill factors from borehole survey data| 1986
- A19
-
Preliminary application of boundary element method in the ground stresses research at a tungsten mine (In Chinese)| 1986
- A19
-
Application of integral equations and finite element methods in combination with force and displacement methods for the design of tunnels (In German)| 1986
- A19
-
Application of raise drilling on the Salto de Moralets hydroelectric project| 1986
- A20
-
Prediction of roadheader performance from penetration rates of percussive drills: some applications to Turkish coalfields| 1986
- A20
-
Coredrilling over water — one contractor's experience| 1986
- A20
-
Tank farm construction over soft organic clays — a case history| 1986
- A20
-
Behaviour of bolts in rock and testing of rock bolts| 1986
- A20
-
Steel fibre shotcrete lends support to the NATM| 1986
- A20
-
Ultimate pullout capacity of shallow vertical anchors in clay. Technical note| 1986
- A20
-
Shotcrete in roads and shafts of Bergban AG Lippe| 1986
- A21
-
Compaction behaviour of stowing material containing binders (In German)| 1986
- A21
-
Grouting to control deep foundation settlement| 1986
- A21
-
Grouting as underground-sealing of deeply karstified rock at a damsite (Guatemala)| 1986
- A21
-
Sealing and consolidation of a highly jointed rock around a power cavern (Philippines)| 1986
- A21
-
Compaction characteristics of river terrace gravel| 1986
- A21
-
Numerical modeling of ‘stiff’ backfill in the Coeur D'Alene mining district| 1986
- A21
-
Proceedings of the symposium on engineering for dams and canals, Alexandra, 24–27 Nov 1983| 1986
- A22
-
Allowable pressure from loading tests on Kuwaiti soils| 1986
- A22
-
Evaluation of a differentially settled tank| 1986
- A22
-
Geological hazards| 1986
- A22
-
Geologic considerations in civil constructions — Malaysian case studies| 1986
- A22
-
Vibration measurements during foundation test installation at Vancouver International Airport. Note| 1986
- A22
-
Excessive settlement in buildings| 1986
- A22
-
Difficulties encountered in urban works. 1 Retaining walls and foundations in presence of cavities. 2 Making of supplementary basements under an existing building (In French)| 1986
- A22
-
Settlement experienced at a recently licensed nuclear station| 1986
- A22
-
Axial pile loading test — part 1: static loading| 1986
- A22
-
Bearing tests of driven piles cast in situ at Kaminia, Athens (In French)| 1986
- A23
-
Axial bearing capacity of the expander body pile| 1986
- A23
-
Instrumentation for load transfer in socketed pier foundations| 1986
- A23
-
Failure of the Ghana law school building in Accra, Ghana| 1986
- A23
-
Scale effects and slip surfaces (in French)| 1986
- A23
-
Bearing capacity of piles under long-term vibration| 1986
- A23
-
Effect of underground void on foundation stability| 1986
- A23
-
Bearing capacity of large-diameter piles in the Detfurther alternating sequence of North Hessian ‘Buntsandstein’ (in German)| 1986
- A23
-
Lakeview Tower: case history of foundation failure| 1986
- A23
-
Moisture induced damages to building foundations| 1986
- A24
-
Performance of large diameter oil storage tanks| 1986
- A24
-
Behaviour of bridge abutment on fractured chalk| 1986
- A24
-
Settlement of a building founded on difficult soil| 1986
- A24
-
Caisson design by instrumented load test| 1986
- A24
-
Recovering differential settlements by vertical drains| 1986
- A24
-
Negative friction and lateral loading on piles| 1986
- A24
-
Settlement observations on two mat foundations| 1986
- A24
-
Vertical load tests of footings on silt| 1986
- A24
-
Power station foundations in deep expansive soil| 1986
- A25
-
Ground heave due to pile driving| 1986
- A25
-
Foundation design and construction for a large mill complex| 1986
- A25
-
Effect of foundation deformations on the damage of a masonry villa (case history)| 1986
- A25
-
Settlement of a one floor building on soft clay beside a heavy building| 1986
- A25
-
Observation and analysis of settlements of oil tanks on high compressive saturated soft clay| 1986
- A25
-
Tower foundation bearing above weak soils| 1986
- A25
-
New version of rectification for the leaning structures and foundations| 1986
- A25
-
Combined earth and rock bearing foundation — Hospital Humana Mexico City D.F.| 1986
- A26
-
Philip Morris Corporate Headquarters Building| 1986
- A26
-
Monitoring and performance of a bridge abutment| 1986
- A26
-
Design considerations and long-term performance of a building foundation in clay| 1986
- A26
-
Prediction of axial pile capacity based on case histories| 1986
- A26
-
Chimney foundation on drilled piers| 1986
- A26
-
Foundation problems and solutions at the Bridge River Powerhouse No. 1| 1986
- A26
-
Raymond concrete cylinder piles in Arabian Gulf| 1986
- A26
-
Foundation performance of very old structures| 1986
- A27
-
A55 North Wales Coast road stage 1 — Llanddulas to Glan Conwy| 1986
- A27
-
Keynote address towards successful waterworks| 1986
- A27
-
Non-negative skin friction piles in layered soil| 1986
- A27
-
Measurements of stresses and deformations near the foundation of the Schlegeis concrete arch dam (in German)| 1986
- A27
-
Erosion in dam foundations of ‘Buntsandstein’ (in German)| 1986
- A27
-
Waterproof element for embankment dams| 1986
- A27
-
Reconsideration of failure initiating mechanisms for Teton Dam| 1986
- A27
-
Foundation of concrete dams in narrow gorges (in German)| 1986
- A27
-
Foundation and subgrade sealing for two dams resting on quartzite and diorite (Burma)| 1986
- A28
-
Foundations and construction materials| 1986
- A28
-
Monitoring the performance of dams and canals| 1986
- A28
-
Operational hazards| 1986
- A28
-
Investigations in soft rock terrain| 1986
- A28
-
Hydrological studies| 1986
- A28
-
Geotechnical problems and performance studies — Chilla Power Scheme, Hardwar| 1986
- A28
-
Seepage hazards| 1986
- A28
-
Investigations in hard rock terrain| 1986
- A28
-
Surveillance| 1986
- A29
-
Excavation of sensitive clay at the LG-2 hydroelectric site (in French)| 1986
- A29
-
Use of expanded polystyrene to repair a landslide at Urt (in French)| 1986
- A29
-
Landslide in till near Warman, Saskatchewan, Canada| 1986
- A29
-
Hydrological hazards| 1986
- A29
-
Geometry of slip surfaces beneath landslides: predictions from surface measurements. Note| 1986
- A29
-
Example of a peat flow near Prince Rupert, British Columbia. Note| 1986
- A29
-
Landslide at Eaux-Bonnes in the Pyrenees-Atlantiques (in French)| 1986
- A29
-
Stochastic analysis of pore pressure uncertainty for the probabilistic assessment of the safety of earth slopes| 1986
- A29
-
Deformation of slopes of two excavations in soft clays| 1986
- A30
-
Foundation heave at ASCO II Nuclear Power Plant| 1986
- A30
-
Principle of lightweight embankments: restrictions on the use of polystyrene (in French)| 1986
- A30
-
Damaging settlement of a building due to gypsum dissolution| 1986
- A30
-
Expanded polystyrene embankment of the Quatre Canaux bridge at Palavas-les-Flots. 1. The point of view of the project manager (in French)| 1986
- A30
-
Expanded polystyrene embankment of the Quatre Canaux bridge at Palavas-les-Flots. 3. Contractor's viewpoint (in French)| 1986
- A30
-
Expanded polystyrene embankment of the Quatre Canaux bridge at Palavas-les-Flots. 2. Geotechnical aspects (in French)| 1986
- A30
-
Trench construction: trial to study ground movement in Boulder Clay| 1986
- A30
-
Norwegian experience in the use of expanded polystyrene in highway embankments (in French)| 1986
- A31
-
Construction and design of openings in swelling rocks (in German)| 1986
- A31
-
Seismic and volcanic hazards| 1986
- A31
-
Italian experiences with tunnel portals in difficult ground| 1986
- A31
-
Experimental foundation impedance functions. Technical note| 1986
- A31
-
Jones Island Inline Pump Station: design and construction considerations| 1986
- A31
-
Large twin underground caverns for TARP's Mainstream pumping station| 1986
- A31
-
Interpretation of displacements resulting from excavation of tunnels (in German)| 1986
- A32
-
Los Angeles Metro Rail Project: overview and challenges| 1986
- A32
-
Reinforcement of large pillars by bolting| 1986
- A32
-
Test excavation for the Dietershan Tunnel of the Federal Railways high-speed track Hannover-Wurzberg (in German)| 1986
- A32
-
USNC/TT study: geologic site investigations for tunnels| 1986
- A32
-
Instrumentation and monitoring for pillar extraction in a deep, faulted uranium mine| 1986
- A32
-
Stress monitoring during Wongawilli extraction in 3 North Panel, Laleham No. 1 Colliery, South Blackwater, Queensland| 1986
- A32
-
UTRC study: design of tunnel linings| 1986
- A33
-
Tunnels in recently-constructed sections of the German Federal Railway| 1986
- A33
-
Excavation of sewer tunnels with small-diameter shields in Turin| 1986
- A33
-
Geophysics along the Frejus motorway tunnel| 1986
- A33
-
Heading driving in the Walgau tunnel| 1986
- A33
-
Pilot tunnel for the Engelberg base tunnel| 1986
- A33
-
Behaviour of the concrete lining in the Kielder Water tunnels| 1986
- A33
-
Paijanne water tunnel| 1986
- A33
-
Experience with a tunnel boring machine in the Selby coalfield| 1986
- A33
-
Design and construction of the Ahmed Hamdi Tunnel, Suez| 1986
- A33
-
Las Planas Tunnel: analysis and control of the influence of the second freeway tunnel| 1986
- A34
-
Measurement of ground movement over shield-driven tunnels in Pleistocene sedimentary soil| 1986
- A34
-
Design and construction of an underground powerhouse in rock subjected to high horizontal stresses| 1986
- A34
-
Rib pillar extraction at Sigma colliery, Republic of South Africa| 1986
- A34
-
Stress control method applied to stabilization of underground coal mine openings| 1986
- A34
-
Saas-Fee's Alpine Metro: tunnel construction for a tourist railway| 1986
- A34
-
Rock mechanics investigations of the cut and fill mine Nasliden by means of field investigations and FE-models| 1986
- A34
-
Investigation in ground pressure with relation to VCR mining method (In Chinese)| 1986
- A35
-
Leached salt cavern design using a fracture criterion for rock salt| 1986
- A35
-
North America's longest railway tunnel drives hard through Canadian Rockies| 1986
- A35
-
Pilot plots the course of Metro Milano's Yellow Line| 1986
- A35
-
Present state and evolution of machine drivages in coalmines (In German and English)| 1986
- A35
-
Underground disposal of high-level radioactive wastes| 1986
- A35
-
Design criteria and construction concepts of underground storage installations in rock caverns paying special attention to LPG-storage (In German)| 1986
- A35
-
Optimum mining plan for multiple seam mining| 1986
- A35
-
Stability of a liquid filled closed cavity in rock salt (In German)| 1986
- A35
-
Construction of an experimental laboratory in deep clay formation| 1986
- A36
-
What lies ahead for mechanised tunnel excavation?| 1986
- A36
-
Performance of a full-face tunnelling machine in Coal Measures strata| 1986
- A36
-
Detection of areas with a rockburst hazard on the basis of deposit conditions| 1986
- A36
-
Pressure measurements in the gob| 1986
- A36
-
Punch indentation of polycrystalline ice| 1986
- A36
-
Pre-Metro in Antwrep| 1986
- A36
-
Construction of the ‘Westtangente’ motorway tunnel in Bochum under extremely difficult environmental conditions| 1986
- A36
-
Compressed air tunneling with special reference to the Hong Kong Mass Transit Railway| 1986
- A36
-
Application of extruded steel fibre reinforced concrete tunnel lining on the Frankfurt Metro| 1986
- A36
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Softening response of plain concrete in direct tension| 1986
- CO2
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Editorial Board| 1986