| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Aberdeen's sea outfall
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 2 |
Aerial imagery for mapping morphological changes and surficial soils in the lower Mississippi river valley
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 3 |
A method of estimating the closure and strength of lining required in drivages surrounded by a yield zone
|
Wilson, A.H.
|
|
1980
|
17 |
6 |
p. 349-355
7 p.
|
artikel
|
| 4 |
Analysis of a solid inclusion in situ stress measuring device
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 5 |
Analysis of several borehole techniques for determining stress and modulus
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 6 |
Analysis of the hollow inclusion technique for measuring in situ rock stress
|
|
|
1980
|
17 |
6 |
p. A125-A126
nvt p.
|
artikel
|
| 7 |
Anchored tunnels with small overburden. Comparative study on physical and mathematical models (In French)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 8 |
Anchors: Performance prediction
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 9 |
Anisotropic compacting yield condition applied to porous limestone
|
|
|
1980
|
17 |
6 |
p. A106-A107
nvt p.
|
artikel
|
| 10 |
Anisotropy of the moduli of elasticity and of the ultimate stresses in rocks and rock masses
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 11 |
A numerical approach to predicting stresses and displacements around a three-dimensional pressurized fracture
|
Hungr, O.
|
|
1980
|
17 |
6 |
p. 333-338
6 p.
|
artikel
|
| 12 |
Application of hard rock continuous miners to cut-and-fill slot stoping
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 13 |
Application of high pressure water jets in coal mining (in German)
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 14 |
Arch formation and pillar yield in jointed rock
|
|
|
1980
|
17 |
6 |
p. A113-A114
nvt p.
|
artikel
|
| 15 |
Arlberg expressway tunnel - Part 3. Construction of the Arlberg expressway tunnel tube
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 16 |
Arlberg expressway tunnel - Part 2. Investigation and design for the Arlberg expressway tunnel
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 17 |
Arleberg expressway tunnel - Part 4. Construction of the Arlberg expressway tunnel tube
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 18 |
Aspects of face mechanisation in the north east area
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 19 |
Aspects of support technology in West Germany mines
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 20 |
Assessment of the construction and safety of Nuclear Power Plants in rock caverns (In German)
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 21 |
Auger injected concrete piles
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 22 |
Basic rules for low-stress winning (In German and English)
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 23 |
Bearing capacity of cylinder piles driven into weak soils
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 24 |
Behaviour of bedrock by the large cavern opening and comparison with the analysis
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 25 |
Behaviour of shallow tunnels in weathered and sound metamorphic rocks
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 26 |
Behaviour of the prefabricated lining in shield driven tunnels (In German)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 27 |
Bentonite tunnelling beneath major services in loose ground
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 28 |
Between-hole acoustic surveying and monitoring of a granitic rock mass
|
Paulsson, B.N.P.
|
|
1980
|
17 |
6 |
p. 371-376
6 p.
|
artikel
|
| 29 |
Borehole probing for monitoring stress in coal (In German and English)
|
|
|
1980
|
17 |
6 |
p. A117-A118
nvt p.
|
artikel
|
| 30 |
Brazilian tensile strength of rocks with different elastic properties in tension and compression. Technical note
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 31 |
BR/SNCF proposal for a single track channel tunnel
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 32 |
Calculation of a wall of an underground structure with consideration of a corner cut
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 33 |
Calculation of slump-type settlement of bases from the foundation load
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 34 |
Case histories of pile driving in the gulf of Mexico
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 35 |
Changes in the strength of mine rocks produced by chemical reagents (in Russian)
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 36 |
Characteristics of deep roasting of soils and prospects of its improvement
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 37 |
Comparison of calculated, measured and observed stresses at the ortfjell open pit (Norway)
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 38 |
Comparisons of the results of geotechnical monitoring at Arlberg and Pfander tunnel (in German)
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 39 |
Complex measurements in situ for the determination of condition and behaviour of the rock mass
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 40 |
Conceptual application of long hole drilling to shaft sinking using sand-filled holes
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 41 |
Cone penetration in soil profiling
|
|
|
1980
|
17 |
6 |
p. A124-A125
nvt p.
|
artikel
|
| 42 |
Consistency and repeatability of schmidt hammer rebound data during field testing. Technical note
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 43 |
Construction behaviour of a shallow tunnel in highly stressed sedimentary rock
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 44 |
Continuum modelling of explosive fracture in oil shale
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 45 |
Control of the bearing capacity of a bored pile in beauce limestone (in French)
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 46 |
Correlation of rock properties with a bearing on workability
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 47 |
Criterion of failure for design of rock mass structures as determined by borehole shear tests
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 48 |
Dam site investigation in soft rocks of pearce River Valley, Alberta
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 49 |
Densification of loose deposits by pounding
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 50 |
Dependence of the stress state of the base on the form of the foundation in plan
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 51 |
Design and construction of the second dartford tunnel
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 52 |
Design and performance of rock slope stabilisation measures in a deep excavation in the Eastern Transvaal, South Africa
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 53 |
Designing deep-seam ground control
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 54 |
Design of tunnel linings and control by monitoring showed at the example of the Arlberg road tunnel (In German)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 55 |
Design of tunnel perimeter blasthole patterns to prevent rock damage
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 56 |
Design of underground mining layouts for a deep potash mine on the basis of rock mechanics investigations
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 57 |
Design parameters in geotechnical engineering
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 58 |
Detection of anisotropic geo-stresses trying by acoustic emission, and non-linear rock mechanics on large excavating caverns
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 59 |
Determination of functional relations for calculating the drilling speed with rotary percussive drilling (in German)
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 60 |
Determination of optimum number of pile tests
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 61 |
Determination of shear strength in flysh rocks with estimation the slope stability
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 62 |
Determination of the deformation of a base of finite thickness under an annular foundation
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 63 |
Determination of the elastic constants of anisotropic bodies by diametral compression tests
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 64 |
Determination of the reliability of grillage-free pile foundations designed by the Tulskgrazhdan project
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 65 |
Determination of the stability of the rock mass between the two openings of a twin-tube tunnel (In German)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 66 |
Determination of the stress field during thawing of frozen ground
|
|
|
1980
|
17 |
6 |
p. A127-
1 p.
|
artikel
|
| 67 |
Development of rock-burst control strategies for South African gold mines
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 68 |
Dilatometer tests in the study of the deformability of rock masses
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 69 |
Discontinuity measurement using the borehole impression probe. A case study
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 70 |
Discussion — Nomograms for estimating components of faulr displacement from measured height of fault scarp
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 71 |
Distinguishing features of deformation development in the foundation of the Inguri arch dam
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 72 |
Distribution of ground pressures on the tunnel lining (In French)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 73 |
Disturbance of the stability of a foundation bed from a lateral surcharge
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 74 |
Doubling Mexico city's metro network
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 75 |
Drillability predictions in hard rock tunnelling
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 76 |
Driving a drift in hungary (In German)
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 77 |
Driving an 848M diameter sewer tunnel by use of an earth-pressure balancing shield
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 78 |
Dynamic shear modulus of treated expansive soils
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 79 |
Earth pressure experiments on diaphragm walls
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 80 |
Elastic and dissipative properties of peats and organic muds
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 81 |
Embankments through cross river swamp
|
|
|
1980
|
17 |
6 |
p. A119-A120
nvt p.
|
artikel
|
| 82 |
Estimating strength of sandstone using petrographic thin-section data
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 83 |
Evaluation and prediction of subsidence. Proceedings of the international conference held at Pensacola Beach, Florida, Jan 1978
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 84 |
Evaluation of collapse potential over abandoned room and pillar mines
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 85 |
Evaluation of the accuracy of calculating slabs on an earth base by the method of partitioning into a system of crossed beams
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 86 |
Evaluation of the design criteria for an underground roof strata considered as a linear arch structure
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 87 |
Evaluation of the dynamic properties of a cemented coastal alluvial fan deposit
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 88 |
Excavation and support of the padrun tunnel, Spain
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 89 |
Excavation of expansive ground formation for the seikan undersea tunnel project
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 90 |
Execution of a pilot tunnel and rock mechanics investigations as a base for design and construction of the DU Toitskloof tunnel in South Africa (In German)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 91 |
Experience with hard rock penetrometers used for mine rock stability predictions
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 92 |
Experience with rockbolting as the support method in a gateroad (in German and English)
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 93 |
Experimental determination of the coefficient of apparent additional mass of soil for vertical vibrations of foundations
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 94 |
Experimental determination of the natural pressure in hydraulic fill by means of a pressure gauge
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 95 |
Experimental investigation of the behaviour of pile groups in swelling soils
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 96 |
Experimental investigation of the stress-strain state of loess soils in the base of rigid plates
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 97 |
Experimental study of a trench wall anchored by four rows of tie-backs (in French)
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 98 |
Extensometer as a means of monitoring roadside packings, floor bolts, and variations of rock pressure (In German)
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 99 |
Factors that affect underground rockbolt reinforcement systems design
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 100 |
Features of mechanical behaviour of chalks: Role of water-rupture under hydrostatic stress (in French)
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 101 |
Field applications of electrosmosis to increase offshore pile driveability
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 102 |
Field instrumentation in tunnelling as a practical design aid
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 103 |
Field measurements and laboratory tests for the design of energy storage caverns
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 104 |
Finite element analyses of isotropic and anisotropic cohesive soils with a view to correctly predicting impending collapse
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 105 |
Finite element models for rock fracture mechanics
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 106 |
Fluid wave propagation in saturated and nearly saturated sand
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 107 |
Foundations of an arch bridge in particularly difficult conditions (in German)
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 108 |
Fracture growth around openings in rock models and their effect on the design of stable openings
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 109 |
Fracture mechanics parameters of some rock-forming minerals determined using an indentation technique
|
Atkinson, B.K.
|
|
1980
|
17 |
6 |
p. 383-386
4 p.
|
artikel
|
| 110 |
Fracture stress scale effects for rocks in bending
|
Swan, G.
|
|
1980
|
17 |
6 |
p. 317-324
8 p.
|
artikel
|
| 111 |
Frequency dependence of capacitance of coal and rock samples
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 112 |
400Ft long benches successful in opemiska blast
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 113 |
Full-scale experiment of a sheet pile wall (in French)
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 114 |
Fundamentals for the design and construction of tunnels in swelling rock
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 115 |
General geotechnical considerations and limit equilibrium analysis in the planning of dam foundations (in German)
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 116 |
Generalization of factors effecting the uniaxial strength of rock material
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 117 |
Geologic hazards related to offshore drilling and construction in the Orinoco river delta of Venezuela
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 118 |
Geology and geotechnical features of the mid-Atlantic continental shelf
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 119 |
Geology and slope stability in Western Pennsylvania
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 120 |
Geomechanical evaluation system for mining purposes (in German)
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 121 |
Geomechanics classification in rock engineering applications
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 122 |
Geophysical and television borehole logging for probing ahead of tunnels
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 123 |
Geophysical investigations in deep horizontal holes drilled ahead of tunnelling
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 124 |
Geophysical investigations of ground failure related to ground-water withdrawal - Picacho Basin, Arizona
|
|
|
1980
|
17 |
6 |
p. A111-A112
nvt p.
|
artikel
|
| 125 |
Geotechnical classification of Northern France chalks for stability study of underground cavities (in French)
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 126 |
Geotechnical interpretation of vibration response curves of piles (in French)
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 127 |
Geotechnical investigations in the prototype cavity at the asse salt mine (in German)
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 128 |
Geotechnical practice and ground conditions in coastal regions of the United Arab Emirates
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 129 |
Geotechnical properties of a soft keuper sandstone
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 130 |
Giant tunnelling machines working on Chicago's tarp
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 131 |
Gouwe aqueduct: Hybrid engineering
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 132 |
Ground classification: Continental and British practice
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 133 |
Ground freezing for the construction of the three-lane milchbuck road tunnel, Zurich, Switzerland
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 134 |
Groundwater
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 135 |
Horizontal long hole drilling underground at boulby mine, Cleveland potash ltd
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 136 |
Hydraulic drilling at Finland's vuonos mine
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 137 |
Hydrogeological analysis, ground treatment and special construction techniques at selby: gascoigne wood surface drift mine
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 138 |
Impact of field measurement on design of tunnels and power house of GIRI hydro electric project in himachal pradesh
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 139 |
Induced seismicity in the ruhr coalfield (in German)
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 140 |
Influence of glacial overburden on geoelectrical prospecting in Ireland
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 141 |
Influence of peak shear strength determination on the analytical rock slope stability
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 142 |
Influence of shale conductivities on the electrical conductivity of low-permeability rocks
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 143 |
Initial excess pore pressure in soils. Technical note
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 144 |
In-situ modulus determination: A case history. Elandsberg scheme, South Africa
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 145 |
In-situ stresses in a rock overhang at the ontario power generating station, Niagara falls
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 146 |
In situ tests by flat dilatometer
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 147 |
In-situ volume-change properties by electro-osmosi-evaluation
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 148 |
In-situ volume-change properties by electro-osmosis-theory
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 149 |
In support of longwalling
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 150 |
Investigation of cohesionless soils in a triaxial apparatus with an optical strain measurement system
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 151 |
Investigation of the bearing capacity of piles driven in plastic frozen soil
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 152 |
Investigations into the mechanism of the failure of concrete dams rock foundations and their stability analysis
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 153 |
Investigations of hydraulic characteristics of the bedrock of dams founded on the carpathian flysch
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 154 |
Investigations of models of a tunnel lining on a seismic platform
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 155 |
Investigations of rocks foundations for design of high concrete dams (in French)
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 156 |
Investigations of seepage flow in block media as applied to designing structures on rock
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 157 |
Investigations of stress-strain state of structurally disturbed rock massif near underground workings
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 158 |
Isotropic yield surfaces in three dimensions for use in soil mechanics
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 159 |
Joint pattern interpretation: A possible aid to exploration in Ireland. Short communication
|
|
|
1980
|
17 |
6 |
p. A127-
1 p.
|
artikel
|
| 160 |
28KM of rock tunnel for kielder water scheme
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 161 |
Laboratory test of the T.R.S.M. apparatus before its use in-situ (In French)
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 162 |
Large-diameter shield-driven tunnel in thick water-bearing sand strata: use of pilot tunnel for ground dewatering
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 163 |
Large scale in situ study to determine temperature, deformation and stress fields associated with heater experiments in crystalline rock
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 164 |
Lining, support and instrumentation of the cavern for the Paulo Afonso IV Power Station, Brazil
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 165 |
Liquefaction study of cemented sand
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 166 |
Longer useful lives for roller bits
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 167 |
Long-term strength of clay soil in a mass on slopes affected by slides
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 168 |
Measurement of rock deformation in the abutments of an arch dam
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 169 |
Measurement of rock movements around deep mine roadways driven in soft rock - A case study of Yubari new coal mine
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 170 |
Measurement of the ground response to tunnelling during the experimental druve for the channel tunnel
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 171 |
Measurement of triaxial rock stresses in deep boreholes and the use of rock stress measurement in the design and construction of rock openings
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 172 |
Measurements in an experimental tunnel bored in the Sevilla blue marls and recomendations for the subway design
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 173 |
Measurements of natural stresses in rock masses in Spain
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 174 |
Measuring for feed-back
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 175 |
Mechanical behaviour of darney sandstone (Vosges, France) in biaxial compression
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 176 |
Mechanical properties of a cemented plio-quaternary deposit in Catalonia (Spain)
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 177 |
Mechanics of disc cutter penetration
|
|
|
1980
|
17 |
6 |
p. A123-A124
nvt p.
|
artikel
|
| 178 |
Mercury porosity meter applied to the geotechnical study of soils and rocks (in French)
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 179 |
Method of three-dimensional calculation of the stability of sloping structures
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 180 |
Model studies of the strength of jointed rock
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 181 |
Mode of deformation of rosebud coal, colstrip, Montana: Room temperature, 102.OMPa. Technical note
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 182 |
Modified form of aquifer depletion/recovery test for assessing potential water makes into deep excavations
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 183 |
Monitoring layout for consideration of the scale-effect
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 184 |
Monitoring the stability of rock structures by means of acoustic wave attenuation
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 185 |
Muela de cortes pumped storage project: measurement of in situ rock stresses
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 186 |
Multifunctional direct joint shear test machine. Technical note
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 187 |
Near-surface and deep hydrofracturing stress measurements in the waterloo quartzite
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 188 |
New approach to the evaluation of the strength of concrete construction contact with the rock foundation
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 189 |
New Czechoslovak device for investigating strength and permeability of soils
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 190 |
New development with old foundation problems
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 191 |
New experimental device for study of rock rheology (in French)
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 192 |
New look at compaction processes in fills
|
|
|
1980
|
17 |
6 |
p. A109-A110
nvt p.
|
artikel
|
| 193 |
New silverdale colliery project
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 194 |
Non-linear three dimensional mechanical characterization of Colorado oil shale
|
Chong, K.P.
|
|
1980
|
17 |
6 |
p. 339-347
9 p.
|
artikel
|
| 195 |
Numerical study of two-dimensional consolidation: The bidif program (in French)
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 196 |
Observation data on moisture-temperature regime of foundation soils
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 197 |
Observations of prefracture phenomena in rock and ceramic materials
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 198 |
Offshore oil tunnels: Part 1. Tunnelling for oil beneath the sea — a new solution?
|
|
|
1980
|
17 |
6 |
p. A127-
1 p.
|
artikel
|
| 199 |
Offshore soil sampling and geotechnical parameter determination
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 200 |
On hypoelasticity and plasticity approaches to constitutive modelling of inelastic behaviour of soils
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 201 |
On the possibility to use core fragmentation data in the study of heterogeneity of rock mass fissuration
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 202 |
On the structure of stress-strain rate relations for time independent deformations in crystalline rocks
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 203 |
Performance of a high pressure propane storage cavern in unlined rock, Rafnes, Norway
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 204 |
Petroscopic observations of rock fracturing ahead of stope faces in deep gold mines
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 205 |
Photogrammetry connected to mine surveying
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 206 |
Pillar-robbing supported by field measurement in Yanahara mine
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 207 |
Plane shock wave studies of Westerly Granite and Nugget sandstone
|
Larson, D.B.
|
|
1980
|
17 |
6 |
p. 357-363
7 p.
|
artikel
|
| 208 |
Plate loading tests on multi-layered sedimentary rocks
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 209 |
Practical use of rock stress and deformation measurements in the Norwegian mining industry
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 210 |
Precise monitoring of a landslide by means of new devices (in French)
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 211 |
Predicting pile driveability: Heather as an illustration of the “friction fatigue” theory
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 212 |
Prediction of progressive hanging-wall caving, gath's mine, Rhodesia
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 213 |
Preferred orientation of underground caverns in complicated tectonic zone
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 214 |
Principal stress rotation: A missing parameter
|
|
|
1980
|
17 |
6 |
p. A107-
1 p.
|
artikel
|
| 215 |
Principles used in developing geomechanical models of rock masses for solving engineering problems
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 216 |
Probabilistic soil dynamics: State-of-the-art
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 217 |
Proceedings of the second international conference on the behaviour of off-shore structures (in three volumes)
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 218 |
Programming the loading and interpretation of the results of in situ rock mass pressure tests (in German)
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 219 |
Progress at dinorwic - Largest pumped storage power scheme in Europe
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 220 |
Protection against rock-falls. Methodology of specific studies. Application to the study of the La Praz zone of the SNCF railway line between culoz and modane (in French)
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 221 |
Protection of hollow piles and cylinder piles from fracture during freezing
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 222 |
Quantitative analysis of the relation between the main thermophysical characteristics of frozen soils
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 223 |
Quiet revolution in seismic reflection methods
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 224 |
Regularities of the deformation of swelling soils with time
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 225 |
Reinforced earth techniques in Germany
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 226 |
Reliability of the method of centrifugal modelling of deformations of clay bases
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 227 |
Road tunnel in very soft soil in terrace deposits in the Harz Mountains, Germany
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 228 |
Roasting loess soils to a depth of 25M
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 229 |
Rock and semirock mechanics as a department of applied geomechanics in construction
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 230 |
Rockbolting and time-dependent behaviour of strata
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 231 |
Rock cutting experiments with point attack tools
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 232 |
Rock identification by means of continuity index (in French)
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 233 |
Rock mass characterization for storage of nuclear waste in granite
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 234 |
Rock stress measurements at Nagjhari tunnels, Kalinadi hydro-electric project, India
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 235 |
Rock testing methods performed to predict the utilization possibilities of a tunnel boring machine
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 236 |
Role of stabilizing pillars in the alleviation of rock burst hazard in deep mines
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 237 |
Roof support selection: A look at total cost
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 238 |
3se of a trial enlargement for the underground cavern design of drakensberg pumped storage scheme
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 239 |
Settlement of inhomogeneous consolidating soils - 1: The single drained layer under confined compression, 2: The symmetrically loaded mass
|
|
|
1980
|
17 |
6 |
p. A110-
1 p.
|
artikel
|
| 240 |
Settlements of experimental plates in plastic-frozen soils
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 241 |
Shear strength at discontinuities of rock masses as a function of their basic properties
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 242 |
Simple mercury volumeter/swell indicator. Technical note
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 243 |
Simplified passive earth pressure analysis. Technical note
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 244 |
Site investigations and FEM calculations for two underground caverns in Peru
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 245 |
Skin resistance tests of model piles in hard rocks
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 246 |
Slow crack growth and delayed failure of granite
|
Wilkins, B.J.S.
|
|
1980
|
17 |
6 |
p. 365-369
5 p.
|
artikel
|
| 247 |
Soil-Bentonite slurry trench cutoffs
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 248 |
Solution of mixed problems of the theories of elasticity and plasticity of soils for various schemes of bases
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 249 |
Some aspects of the study concerning the distribution of joints and fissures in massive limestone rock masses
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 250 |
Some practical aspects in the development of the selby project
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 251 |
Stabilisation of saturated loess soils by gas silication
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 252 |
Stabilization of the Inguri arch dam rock foundations
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 253 |
Standardised characteristics of eluvial clay soils formed by weathering of argillites and aleurolites
|
|
|
1980
|
17 |
6 |
p. A105-A106
nvt p.
|
artikel
|
| 254 |
State and applications of borehole survey techniques (in German and English)
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 255 |
Static-geomechanical model of the ridracoli arch-gravity dam
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 256 |
Statistical classification of seismic measures and dam design (in French)
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 257 |
Stereological interpretation of joint trace data: Influence of joint shape and implications for geological surveys
|
Warburton, P.M.
|
|
1980
|
17 |
6 |
p. 305-316
12 p.
|
artikel
|
| 258 |
Strain softening marly rock
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 259 |
Strata bunkers: Design and construction in the western area of the national coal board
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 260 |
Strength properties of rocks under a nonuniform triaxial dynamic load
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 261 |
Stress and strain of soil with nonlinear characteristics in axisymmetric plane strain
|
|
|
1980
|
17 |
6 |
p. A109-
1 p.
|
artikel
|
| 262 |
Study of acoustic emissions from stressed rocks and rock masses
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 263 |
Study of an orthotropic rock mass: Experimental techniques, comparative analysis of results
|
|
|
1980
|
17 |
6 |
p. A125-
1 p.
|
artikel
|
| 264 |
Study of rock characteristic for a rockfill dam (in French)
|
|
|
1980
|
17 |
6 |
p. A108-
1 p.
|
artikel
|
| 265 |
Study of the process of formation of a pack by an acoustic method (in Russian)
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 266 |
Subsidence and its effect on longwall mine design
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 267 |
Suggested methods for pressure monitoring using hydraulic cells
|
|
|
1980
|
17 |
6 |
p. A117-
1 p.
|
artikel
|
| 268 |
Summary of interacting, surficial geologic process and potential geologic hazards in the Northern Basin, Northern Bering Sea
|
|
|
1980
|
17 |
6 |
p. A111-
1 p.
|
artikel
|
| 269 |
Supporting high roof fall areas along haulage roads
|
|
|
1980
|
17 |
6 |
p. A118-
1 p.
|
artikel
|
| 270 |
Survey of research and development work on large diameter drilling in rock (in German and English)
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 271 |
Tailing disposal today. Volume 2: Proceedings of the second international tailing symposium
|
|
|
1980
|
17 |
6 |
p. A105-
1 p.
|
artikel
|
| 272 |
Terrain analysis by remote sensing
|
|
|
1980
|
17 |
6 |
p. A126-
1 p.
|
artikel
|
| 273 |
Test embankments: An effective means of improving construction projects on compressible soils (in French)
|
|
|
1980
|
17 |
6 |
p. A120-
1 p.
|
artikel
|
| 274 |
Testing of batter piles under the combined effect of vertical and horizontal loads
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 275 |
Tests and site investigations in the design and construction of four tunnels bored in the calc-schists of susa valley (Italy) (In French)
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 276 |
Tests could establish reinforced eartg
|
|
|
1980
|
17 |
6 |
p. A122-
1 p.
|
artikel
|
| 277 |
The bending of rock plates
|
Singh, J.G.
|
|
1980
|
17 |
6 |
p. 377-381
5 p.
|
artikel
|
| 278 |
The failure of transversely isotropic rocks in triaxial compression
|
Nova, R.
|
|
1980
|
17 |
6 |
p. 325-332
8 p.
|
artikel
|
| 279 |
4th International Conference on numerical methods in geomechanics
|
|
|
1980
|
17 |
6 |
p. 387-
1 p.
|
artikel
|
| 280 |
Three-dimensional physical model technology applicable to the scaling of underground structures
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 281 |
Torsional vibration tests on embedded footings. Technical note
|
|
|
1980
|
17 |
6 |
p. A121-
1 p.
|
artikel
|
| 282 |
Tunnel boring in a deep South African gold mine
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 283 |
Tunnel-driving techniques until the year 2000
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 284 |
Tunnels for the Hong Kong mass transit railway
|
|
|
1980
|
17 |
6 |
p. A116-
1 p.
|
artikel
|
| 285 |
Tunnel will turn up the heat in Turku
|
|
|
1980
|
17 |
6 |
p. A114-
1 p.
|
artikel
|
| 286 |
Two new methods of tunnelling through poor ground in built-up areas
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 287 |
Underground option
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
| 288 |
Understanding the burn cut — a key to greater advance rates
|
|
|
1980
|
17 |
6 |
p. A123-
1 p.
|
artikel
|
| 289 |
Underwater: Dynamic consolidation
|
|
|
1980
|
17 |
6 |
p. A124-
1 p.
|
artikel
|
| 290 |
Use of tests and measurements in laboratory and in-situ for five projects of underground storage (in French)
|
|
|
1980
|
17 |
6 |
p. A112-
1 p.
|
artikel
|
| 291 |
Variation of engineering properties of rock under loading
|
|
|
1980
|
17 |
6 |
p. A106-
1 p.
|
artikel
|
| 292 |
‘Walking canopy’ open invert shield speeds mine development
|
|
|
1980
|
17 |
6 |
p. A113-
1 p.
|
artikel
|
| 293 |
Weymouth outfall hits problem aquifer
|
|
|
1980
|
17 |
6 |
p. A119-
1 p.
|
artikel
|
| 294 |
Wyresdale tunnel: Design, the contract and construction
|
|
|
1980
|
17 |
6 |
p. A115-
1 p.
|
artikel
|
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