| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Acoustic emissions as a tool for hydraulic fracture location: Experience at the fenton hill hot dry rock site
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 2 |
Analysis and design for circular tunnel lining
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 3 |
Analysis of rigid pavement on viscoelastic foundations subjected to moving loads
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 4 |
Analysis of the California bearing ratio test in saturated clays
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 5 |
Analytical study of NATM
|
|
|
1983
|
20 |
2 |
p. A44-
1 p.
|
artikel
|
| 6 |
Anticipating facies-related coal mining problems in hartshorne formation, Arkoma Basin
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 7 |
Antiseepage measures and disturbances on earth dam
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 8 |
Application of modulus degradation model of clays
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 9 |
Application of the aeromagnetic gradiometer survey technique to gold exploration in the val d'or mining camp, Quebec
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 10 |
Appraisal of the influence of a curved failure envelope on slope stability. Technical note
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 11 |
Aspects of piping resistance to seepage in clayey soils
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 12 |
Assessing the risk of hydraulic fracture in dam cores
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 13 |
A study of disc cutting in selected British rocks
|
Snowdon, R.A.
|
|
1983
|
20 |
2 |
p. 105-
1 p.
|
artikel
|
| 14 |
A study of disc cutting in selected British rocks
|
Kutter, H.K.
|
|
1983
|
20 |
2 |
p. 103-104
2 p.
|
artikel
|
| 15 |
Behaviour of dartmouth dam during construction
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 16 |
Bentonite-cement slurries for hydraulic cut-offs
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 17 |
Better methods aid exploration of coal sites
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 18 |
Bibliography of Canadian contributions in the field of rock mechanics (Eighteenth supplement — January to December 1981)
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 19 |
British try new way to find faults
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 20 |
Call for papers ISRM symposium on the design and performance of underground excavations
|
|
|
1983
|
20 |
2 |
p. 106-
1 p.
|
artikel
|
| 21 |
Centrifugal testing of model tunnels in soft clay
|
|
|
1983
|
20 |
2 |
p. A44-
1 p.
|
artikel
|
| 22 |
Centrifuge modeling of lateral earth support
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 23 |
Chemical grout used at alumina dam
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 24 |
Classification of rock stability in underground engineering (in Chinese)
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 25 |
Cliff recession on the isle of wight SW coast
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 26 |
Coastal soils permeability based on tidal damping
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 27 |
Collapse limit states of reinforced earth retaining walls
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 28 |
Collapsible soil foundation of canals in central Brazil
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 29 |
Comparison of two indirect boundary element formulations incorporating planes of weakness. Technical note
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 30 |
Compression rings support deep cut
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 31 |
Computation of land subsidence in Shanghai, China
|
|
|
1983
|
20 |
2 |
p. A49-
1 p.
|
artikel
|
| 32 |
Concrete crib blocks bolster longwall roof support
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 33 |
Consolidation of sensitive clays
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 34 |
Constitutive laws of normally consolidated clay
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 35 |
Constructing the undersea section of the seikan tunnel
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 36 |
Construction of a pile wall in a rockfill dam
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 37 |
Construction of a reinforced earth abutment and wall at Maryhill
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 38 |
Controlled eccentricity in compressive strength tests of rock material
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 39 |
Controlled tunnel blasting
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 40 |
Conventional and probabilistic embankment design
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 41 |
Coping with the problems of mixed face tunnelling
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 42 |
Correlation of maximum dry density and grain size. Technical note
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 43 |
Crack field characterization by ultrasonic attenuation — preliminary study on rocks
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 44 |
Crack initiation around prestressed rock bolts
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 45 |
Crack initiation around prestressed rock bolts
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 46 |
Determination of consolidation parameters
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 47 |
Determination of thermal conductivity of soils: A need for computing heat loss through buried submarine pipelines
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 48 |
Development of a correlation between rotary drill performance and controlled blasting powder factors
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 49 |
Dewatering cofferdam for the trident submarine drydock
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 50 |
Dewatering for the construction of a new sealock at Zeebrugge
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 51 |
Dewatering measures for tunnel construction
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 52 |
Discontinuity frequency in rock masses
|
Hudson, J.A.
|
|
1983
|
20 |
2 |
p. 73-89
17 p.
|
artikel
|
| 53 |
Draft code sheds light on ground anchors
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 54 |
Drawdown capacity of groundwater wells
|
|
|
1983
|
20 |
2 |
p. A40-A41
nvt p.
|
artikel
|
| 55 |
Drill and Blast Drives 522M long coney gut flood alleviation tunnel
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 56 |
Dynamic design philosophy in settlement prediction
|
|
|
1983
|
20 |
2 |
p. A49-
1 p.
|
artikel
|
| 57 |
Dynamic loads in the interior of a layered stratum: An explicit solution
|
|
|
1983
|
20 |
2 |
p. A57-A58
nvt p.
|
artikel
|
| 58 |
Earthquake-induced deformations of soft clay slopes
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 59 |
Easy computation of static stress drop, slip, and moment on two-dimensional heterogeneous faults
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 60 |
Effective stress capacity model for piles in clay
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 61 |
Elasto-visco-plastic analysis for rock displacement of the foundation pit of a water power plant
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 62 |
Empirical method for predicting the probability of Chimney Cave occurrence over a mining area
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 63 |
Energy transfer in standard penetration test. Technical note
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 64 |
ESOPT 2. 2nd European symposium on penetration testing
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 65 |
Evaluation of distribution coefficients for the prediction of strontium and cesium migration in a uniform sand
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 66 |
Example cost of 3-D fem for underground openings. Technical note
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 67 |
Experience gained through tunnel instrumentation
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 68 |
Experience in plastic filter application
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 69 |
Experimental comparison of the filtration characteristics of construction fabrics under dynamic loading. Technical note
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 70 |
Face stability and ground settlement in shield tunneling
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 71 |
Factors of safety and pile loads tests
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 72 |
Failed raft foundation on soft clays - investigation and analysis
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 73 |
Failure of an anchored bulkhead
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 74 |
Field performance of a lateral earth support system
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 75 |
Field study of the use of the dynamic consolidation ground treatment technique on soft alluvial soil
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 76 |
Filter criteria for geotectiles: Relevance and use
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 77 |
Finite-element modelling of folding and faulting
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 78 |
Finite element modelling of fracture density in single layer folds
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 79 |
Finite strain consolidation of sedimenting clay deposits
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 80 |
Formulation and prediction of sand behaviour
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 81 |
Foundation movements - prediction and performance
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 82 |
Fracture initiation pressures in permeable poorly consolidated sands
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 83 |
Fracturing of rock with expansive cement
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 84 |
General compressibility equation for soils
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 85 |
Geohydrologic monitoring, Karun River Dam, Iran
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 86 |
Geology of Denver, Colorado, United States of America
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 87 |
Geometric softening in triaxial tests on granular material
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 88 |
Geometry of a large-scale nitrogen gas hydraulic fracture formed in devonian shale: An example of fracture mapping with tiltmeters
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 89 |
Geotechnical aspects of radioactive waste disposal
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 90 |
Geotechnical effects of changes in groundwater level
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 91 |
Grimsby's wasting sewers are revived
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 92 |
Ground improvement of the grain silo of Hodendah
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 93 |
Ground movements around shallow tunnels in soft clay
|
|
|
1983
|
20 |
2 |
p. A44-
1 p.
|
artikel
|
| 94 |
Groundwater drainage system — Analysis of system performance
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 95 |
Housing construction in areas of mine subsidence
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 96 |
How old Ben no 1 surface mine bailed out of water problems
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 97 |
Hydraulic fracturing theory for conditions of thermal stress
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 98 |
Improvement of peat soils properties by consolidation (in French)
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 99 |
Increased support setting-load density on conventry colliery south west 5's face
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 100 |
Indentification of earth pressure on tunnel liners
|
|
|
1983
|
20 |
2 |
p. A44-
1 p.
|
artikel
|
| 101 |
Induced earthquake at a potash mine near Saskatoon, Canada
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 102 |
Influence of diagenetic microfabric on oil sands behaviour
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 103 |
Influence of geology on the expansive potential of soil profiles
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 104 |
Influence of rock structure on stability and mining methods, dalny mine, chakari, zimbabwe
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 105 |
Influences on the probability of failures of slopes
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 106 |
Initial gradient in a dense glacial till
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 107 |
Initial pore pressure from vertical surface loads. Technical note
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 108 |
In-seam seismic studies for coal exploration
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 109 |
Insitu permeability of a fractured rock formation
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 110 |
In situ stress determination by Iowa stepped blade
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 111 |
In-situ stress measurement in the Carnmenellis granite—II. Hydrofracture tests at Rosemanowes quarry to depths of 2000 m
|
Pine, R.J.
|
|
1983
|
20 |
2 |
p. 63-72
10 p.
|
artikel
|
| 112 |
In-situ stress measurement in the Carnmenellis granite—I. Overcoring tests at South Crofty mine at a depth of 790 m
|
Pine, R.J.
|
|
1983
|
20 |
2 |
p. 51-62
12 p.
|
artikel
|
| 113 |
In situ variable head permeability tests (in French)
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 114 |
Installation of pile group in overconsolidated clay
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 115 |
Instrumented settlement fill on a peaty deposit
|
|
|
1983
|
20 |
2 |
p. A49-
1 p.
|
artikel
|
| 116 |
Insulation for foundations and buried services
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 117 |
Interactive computer system to prepare borehole data for coal seam mapping
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 118 |
Interwell tracer analyses of a hydraulically fractured granitic geothermal reservoir
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 119 |
Investigating residual metamorphics for tunnels
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 120 |
Jersey tunnel overcomes the legacy of old brick sewers
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 121 |
Jet grout method and cut-off walls stability
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 122 |
Joint compliances as a basis for rock mass properties and the design of supports
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 123 |
Laboratory testing on piping
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 124 |
Laminated clay made stable with stone
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 125 |
Land reclamation using fine-grained dredged material
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 126 |
Large model footing tests for the evaluation of structural fills
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 127 |
Laterally loaded piles in a two-layer soil system. Technical note
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 128 |
Lateral thinking at gloucester leads to new ground rules
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 129 |
Limitations on the role of pore pressure in gravity gliding
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 130 |
Mechanism of erosion in noncohesive soils
|
|
|
1983
|
20 |
2 |
p. A41-A42
nvt p.
|
artikel
|
| 131 |
Mechanized system of rapid soil identification (in French)
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 132 |
Methods for correcting porosity data in a gysum-bearing carbonate reservoir
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 133 |
Microseismic monitoring system for instantaneous outbursts in coal mines
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 134 |
Miguel Hidalgo vehicular tunnel
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 135 |
Mining Alabama's coal successfully
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 136 |
Modeling of piled foundations
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 137 |
Models for predicting ground water level
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 138 |
Model studies of well stimulation using propellant charges
|
Fourney, W.L.
|
|
1983
|
20 |
2 |
p. 91-101
11 p.
|
artikel
|
| 139 |
Modern grouts and their uses
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 140 |
Monitoring of a shallow tunnel (in French)
|
|
|
1983
|
20 |
2 |
p. A44-A45
nvt p.
|
artikel
|
| 141 |
Motorway slip report warns ‘go easy’ with clay embankments
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 142 |
New directions in exploration geophysics. Part 2
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 143 |
New directions in exploration geophysics. Part 1
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 144 |
New drainage way: The continuous drainage diaphragm (in French)
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 145 |
New method of measuring deformations in diaphragm walls and piles. Technical note
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 146 |
New start in Britain for reinforced earth
|
|
|
1983
|
20 |
2 |
p. A55-A56
nvt p.
|
artikel
|
| 147 |
Nonlinear 3-D analysis for NATM in Frankfurt Clay
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 148 |
Nonlocal variational method in stability analysis
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 149 |
Observations of creep during heave
|
|
|
1983
|
20 |
2 |
p. A49-
1 p.
|
artikel
|
| 150 |
Old NSW dam is strengthened
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 151 |
On Terzaghi's concept of consolidation. Technical note
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 152 |
On the analysis of dewatering systems
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 153 |
On the relationship between formation resistivity factor and porosity
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 154 |
Partial safety factors in pile bearing capacity
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 155 |
Partial safety factors in pile bearing capacity
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 156 |
Permeability testing during wire-line drilling — a new system
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 157 |
Petrofabric and dielectric anisotropy in rock
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 158 |
Phase 2 inspection of lake manatee dam
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 159 |
Physical modelling technique for simulating the behaviour of coal pillars. Technical note
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 160 |
Pile foundation problems in white chalk
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 161 |
Pitfalls of back-analyses
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 162 |
Point load-deformation relationships and design of jaw crusher plates
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 163 |
Pore pressure measurements in the core of chivor dam
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 164 |
Practical evaluation of some coal-cutting theories using a continuous miner
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 165 |
Precast reinforced concrete lining competes with NATM
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 166 |
Predicted and measured resilient response of track
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 167 |
Predicting liquefaction induced by buried charges
|
|
|
1983
|
20 |
2 |
p. A58-A59
nvt p.
|
artikel
|
| 168 |
Predicting settlements of mat foundations on sandy soils
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 169 |
Prediction of a driven pile settlement
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 170 |
Prediction of a highly variable water table (in French)
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 171 |
Prediction of anchor holding power by scale models (in French)
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 172 |
Prediction of dalesice dam performance
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 173 |
Prediction of embankment failure on soft ground
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 174 |
Prediction of settlements from pressuremeter tests (in French)
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 175 |
Prediction of subgrade moisture conditions
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 176 |
Prediction of time-dependent behaviour of clay
|
|
|
1983
|
20 |
2 |
p. A36-A37
nvt p.
|
artikel
|
| 177 |
Prediction of undrained strength of overconsolidated clays. Technical note
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 178 |
Principles of tunnel design for seismic regions
|
|
|
1983
|
20 |
2 |
p. A43-A44
nvt p.
|
artikel
|
| 179 |
Problems of in situ control of settlement prediction (in French)
|
|
|
1983
|
20 |
2 |
p. A48-A49
nvt p.
|
artikel
|
| 180 |
Proc 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 15–19 June 1981, 4 vols
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 181 |
Projectile impact on soft, porous rock
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 182 |
Proposed model for multiphase flow through naturally fractured reservoirs
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 183 |
Pulse decay permeability: Analytical solution and experimental test
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 184 |
Pumping tests in coimbra dam alluvial foundation
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 185 |
Rapid field method for recording joint roughness profiles. Technical note
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 186 |
Reflection and refraction of seismic waves incident obliquely at the boundary of a liquid-saturated porous solid
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 187 |
Reinforced soil: An orthorhombic material
|
|
|
1983
|
20 |
2 |
p. A60-A61
nvt p.
|
artikel
|
| 188 |
Repetitive load deformation of cohesionless soil
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 189 |
Report of study tour of Swedish mining operations. Technical note
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 190 |
Residual ground deformation, settlement of structures
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 191 |
Rheological definition of loess subsidence
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 192 |
Road to detour lake advances
|
|
|
1983
|
20 |
2 |
p. A56-
1 p.
|
artikel
|
| 193 |
Rock bolts — The safety pins of hard rock tunnelling
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 194 |
Rockbursts and falls of ground, their influence on safety and production, and steps taken to improve mining conditions on western deep levels
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 195 |
Rockbursts imperil construction of norway's largest underground power station
|
|
|
1983
|
20 |
2 |
p. A45-A46
nvt p.
|
artikel
|
| 196 |
Rock dilatancy in uniaxial tests
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 197 |
Rock fragmentation related to blast design
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 198 |
Rock grouting at wimbleball dam
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 199 |
Rocky path for revelstoke hydro
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 200 |
Roof pinning - state of the art
|
|
|
1983
|
20 |
2 |
p. A59-
1 p.
|
artikel
|
| 201 |
Roosevelt hot springs geothermal system, Utah — case study
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 202 |
Safety factors for probabilistic slope design
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 203 |
Screw plate tests in a stiff clay
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 204 |
Seepage erosion analyses of structures
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 205 |
Seepage interaction in sand and clay
|
|
|
1983
|
20 |
2 |
p. A41-
1 p.
|
artikel
|
| 206 |
Seismic response of earth dams in triangular canyons
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 207 |
Settlement above air-pressure constructed tunnels in soft soils
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 208 |
Settlement analysis of tanks on soft clay
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 209 |
Settlement calculation by a new strength theory
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 210 |
Settlement caused by tunnelling through soft marine silty clay
|
|
|
1983
|
20 |
2 |
p. A46-
1 p.
|
artikel
|
| 211 |
Settlement of a 55 km long highway on soft Bangkok clay
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 212 |
Settlements due to drained, cyclic loads
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 213 |
Settlements of an embankment on organic soil
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 214 |
Settlements of high building founded on loess
|
|
|
1983
|
20 |
2 |
p. A49-
1 p.
|
artikel
|
| 215 |
Settlements under intermittent loading
|
|
|
1983
|
20 |
2 |
p. A48-
1 p.
|
artikel
|
| 216 |
Shaft resistance of axially loaded piles in clay
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 217 |
Shallow foundations in cold regions: design
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 218 |
Shanghai tunnel projects spur construction innovations
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 219 |
Short rigid piers in clays
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 220 |
Shrinkage limit of lateritic gravelly materials (in French)
|
|
|
1983
|
20 |
2 |
p. A37-
1 p.
|
artikel
|
| 221 |
Significance of some geotechnical properties of continental slope and rise sediments off Northeast newfoundland
|
|
|
1983
|
20 |
2 |
p. A35-
1 p.
|
artikel
|
| 222 |
Simple piezometer probe for the routine measurement of pore pressure in triaxial tests on saturated soils. Technical note
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 223 |
Site investigation for tunnels: 2. Lessons from five case studies
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 224 |
Sliding resistance of jacked tunnel lining
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 225 |
Slope stability program
|
|
|
1983
|
20 |
2 |
p. A54-
1 p.
|
artikel
|
| 226 |
Soil drainage and stability of slopes
|
|
|
1983
|
20 |
2 |
p. A61-
1 p.
|
artikel
|
| 227 |
Soils characterization and safety measures (in French)
|
|
|
1983
|
20 |
2 |
p. A34-
1 p.
|
artikel
|
| 228 |
Soil/structure interaction and soils heterogeneity
|
|
|
1983
|
20 |
2 |
p. A49-
1 p.
|
artikel
|
| 229 |
Some considerations for tunnel design
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 230 |
Some factors affecting tunnel gully erosion
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 231 |
Spectral analysis of coal-mine roof vibrations. Technical note
|
|
|
1983
|
20 |
2 |
p. A62-
1 p.
|
artikel
|
| 232 |
Spot on risers finish troubled outfall
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 233 |
Stability of slopes by method of characteristics. technical note
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 234 |
Stability of trenches under bentonite suspension
|
|
|
1983
|
20 |
2 |
p. A55-
1 p.
|
artikel
|
| 235 |
Stationary level method for measuring in-situ KH and S
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 236 |
Strain field around a tunnel in stiff soil
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 237 |
Stress analysis of dummy rod method for sand specimens. Technical note
|
|
|
1983
|
20 |
2 |
p. A36-
1 p.
|
artikel
|
| 238 |
Stresses for an elastic half-space under a tilted rigid rectangular footing. Short communication
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 239 |
Stress orientations from borehole wall fractures with examples from Colorado, East Texas, and Northern Canada
|
|
|
1983
|
20 |
2 |
p. A39-
1 p.
|
artikel
|
| 240 |
Strip monitoring system detects pit wall failure
|
|
|
1983
|
20 |
2 |
p. A61-A62
nvt p.
|
artikel
|
| 241 |
Structural improvement of alluvial soils
|
|
|
1983
|
20 |
2 |
p. A60-
1 p.
|
artikel
|
| 242 |
Successful highway construction on very soft soils
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 243 |
Support of a gallery cut through cenomanian marls (in French)
|
|
|
1983
|
20 |
2 |
p. A44-
1 p.
|
artikel
|
| 244 |
Synthetic fabrics as soil filters: A review
|
|
|
1983
|
20 |
2 |
p. A33-
1 p.
|
artikel
|
| 245 |
TBMS defy water and bad ground to drive 21KM in the Austrian Alps
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 246 |
TBMS for the softer side of tunnelling
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 247 |
Theoretically fixed thrust in intersections
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 248 |
Theory of non-linear seepage
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 249 |
Time-independent and time-dependent deformation of small tunnels — 3. Pre-failure behaviour
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 250 |
Troublesome ground
|
|
|
1983
|
20 |
2 |
p. A52-
1 p.
|
artikel
|
| 251 |
Tunneling in the people's Republic of China
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 252 |
Tunnel liner subjected to excavation loading
|
|
|
1983
|
20 |
2 |
p. A44-
1 p.
|
artikel
|
| 253 |
Tunnelling experiences with NATM in soft rock
|
|
|
1983
|
20 |
2 |
p. A45-
1 p.
|
artikel
|
| 254 |
Two practical examples of numerical approaches for solving discontinuity problems in dam design
|
|
|
1983
|
20 |
2 |
p. A50-
1 p.
|
artikel
|
| 255 |
Two road embankments on soft alluvium
|
|
|
1983
|
20 |
2 |
p. A51-
1 p.
|
artikel
|
| 256 |
Unified soil classification system
|
|
|
1983
|
20 |
2 |
p. A38-
1 p.
|
artikel
|
| 257 |
Use of cyclic element tests to assess scale models
|
|
|
1983
|
20 |
2 |
p. A58-
1 p.
|
artikel
|
| 258 |
Use of pipe stick support in a highly stressed area at no. 4 shaft, vaal reefs
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 259 |
Vaal reefs slimes project
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 260 |
Velodrome emerges from former tip
|
|
|
1983
|
20 |
2 |
p. A53-
1 p.
|
artikel
|
| 261 |
Vertical vibration on a compound half-space of a homogeneous stratum with gibson subsoil
|
|
|
1983
|
20 |
2 |
p. A57-
1 p.
|
artikel
|
| 262 |
Water drainage through waste dumps at fording coal limited
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 263 |
Water migration induced by thermal loading of a granitic rock mass. Technical note
|
|
|
1983
|
20 |
2 |
p. A40-
1 p.
|
artikel
|
| 264 |
Water problems in mines
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 265 |
Water problems in mines
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
| 266 |
West feltham pipe jackers push into the future
|
|
|
1983
|
20 |
2 |
p. A43-
1 p.
|
artikel
|
| 267 |
West Germans dig for high speed link
|
|
|
1983
|
20 |
2 |
p. A42-
1 p.
|
artikel
|
| 268 |
Whatever happened to timber heading?
|
|
|
1983
|
20 |
2 |
p. A47-
1 p.
|
artikel
|
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