| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advances in tunnelling and subsurface technology and use. 5th ITA annual meeting, Atlanta, 16–17 June 1979
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 2 |
Akropolis Hill of Athens. A rock mechanical assessment of its present condition and general rehabilitation measures (in German)
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 3 |
Algorithm and a modular subroutine for the CAP model
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 4 |
Alkali-aggregate threatens future of Val de La Mare Dam
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 5 |
AM 100 selective header marks advance in mechanised drivage (in German and English)
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 6 |
Analyses of horizontal loading tests on Franki piles
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 7 |
Analysis of earth dam response to earthquakes
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 8 |
Analysis of falling head permeability test (in Italian)
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 9 |
Analysis of finite elasto-plastic consolidation
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 10 |
Analytical solution for the consolidation round a driven pile
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 11 |
Anisotropic behaviour of a sensitive clay
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 12 |
Application of geophysical methods for an engineering geologic investigation of a power plant project along the Austrian part of the danube river (in German)
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 13 |
Application of the calculus of variations to the vertical cut off in cohesive frictionless soil
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 14 |
Argon gas permeability of new mexico rock salt under hydrostatic compression
|
Sutherland, H.J.
|
|
1980
|
17 |
5 |
p. 281-288
8 p.
|
artikel
|
| 15 |
Assessment of the mechanical cutting properties of rock strata (in German)
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 16 |
Automatic pressure meters for investigating soils
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 17 |
Bellow-hose settlement gauge. Technical note
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 18 |
Bench blasting related to joint design
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 19 |
Bolmen tunnel, Sweden
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 20 |
Cable bolting at the homestake gold mine
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 21 |
Catasthrophic glacial outburst flood (Jokulhlaup) mechanism for debris flow generation at the spiral tunnels, kicking horse river basin, British Columbia. Technical note
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 22 |
Centrifugal modelling of the bearing capacity of a water-logged clay base under an inclined load
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 23 |
Chicago's tarp project
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 24 |
Circular elastic-plastic cylinder under uniform pressure on the lateral surface (in Italian)
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 25 |
Cliff collapse and rock avalanches (Sturzstroms) in the Mackenzie mountains, Northwestern Canada
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 26 |
Combined vegetative-structural slope stabilization
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 27 |
Comparison of down-hole and laboratory shear wave velocities
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 28 |
Computation, exploration and design of tunnels and rock structures
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 29 |
Computer modeling of clay structure and mechanics
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 30 |
Concepts of limit and critical state and their practical applications to the study of clays (in French)
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 31 |
Constitutive model for clay (in Italian)
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 32 |
Constitutive model for sand in triaxial compression
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 33 |
Construction of a prototype-cavern in the decommissioned asse salt-mine in support of research and development efforts in the field of storage of radioactive wastes (in German)
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 34 |
Construction of saline creek tunnel in athabasca oil sand
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 35 |
Construction of the Vienna sag pipe and its technical problems (in German)
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 36 |
Contribution to the calculation and optimization of rock anchors in tunnelling (in German)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 37 |
Core recovery techniques for soft or poorly consolidated materials
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 38 |
Crack-induced anisotropy and scattering in stressed rocks: Effective elastic moduli and attenuation
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 39 |
Cracking, leakage and erosion of earth dam materials
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 40 |
Creep of model piles in frozen soil
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 41 |
Critical analysis of Terzaghi's one-dimensional consolidation theory (in French)
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 42 |
Critical consideration of the possibilities of applying finite element calculations to rock excavation engineering (in German)
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 43 |
Cubical multiaxial cell for testing cohesive soils. Technical note
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 44 |
Cyclic shear resistance of noncohesive soils. Technical note
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 45 |
Cyclic strength of a sensitive clay of Eastern Canada
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 46 |
Cyclic strength of undisturbed sands obtained by a piston sampler
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 47 |
Dam failure in benefit/cost analysis. Technical note
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 48 |
Damping constants for pile driveability calculations
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 49 |
Deformation and strength properties of some rocks in southern Ontario
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 50 |
Derived failure criteria for granular media
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 51 |
Design method for the stability analysis of the slope with landing pier
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 52 |
Design of dykes to protect against debris flows at port Alice, British Columbia
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 53 |
Determination of a model of behaviour of non-cohesive soils — Computation of triaxial tests (in French)
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 54 |
Determination of relative settlements of thawing frozen clay soils
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 55 |
Determination of soil exploration depth for superficial foundations (in French)
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 56 |
Development of a new consolidation test procedure using seepage force
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 57 |
Developments in geotechnical measurements for underground engineering (in German)
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 58 |
Development, testing and analysis of steel-fiber-reinforced concrete mine support members. Support system design and results of laboratory investigation and full-scale testing
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 59 |
Dinorwic power station, North Wales: Design and construction of tunnels and shafts
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 60 |
Discrete element analysis of pipe instability
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 61 |
3D mine pillar design information from 2D FEM analysis
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 62 |
Drilling and bolting with a percussive drill hammer (in German)
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 63 |
Drivage 79. Drivage techniques as a basis of securing energy supply in the long term (in German and English)
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 64 |
Drivage of jubilee surface drift
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 65 |
Dynamic compaction of granular soils
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 66 |
Dynamic response of elastic plates on the surface of the half-space
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 67 |
Dynamic stability analysis of earth dams (in Italian)
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 68 |
Dynamic stiffness for rectangular rigid foundations on a semi-infinite elastic medium
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 69 |
Dynamic stiffness of group of battered piles. Technical note
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 70 |
Effect of dynamic action during waste disposal on waste dump slope stability (in Serbo-Croat)
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 71 |
Effect of prefreezing on the strength and deformation properties of granula soils
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 72 |
Effect of strength anisotrophy on bearing capacity of shallow footing in a dense sand
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 73 |
Effects of overconsolidation and Ko conditions on the liquefaction characteristics of sands
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 74 |
Effects of tunnelling on the bearing capacity and settlement of piled foundations
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 75 |
Elastic-plastic analysis of geotechnical problems by mathematical programming
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 76 |
Elastic solutions for the design and analysis of rock-socketed piles
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 77 |
Embankment stability on anisotropic soft clays
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 78 |
Energy estimate of the flexural behaviour of a circular foundation embedded in an isotropic elastic medium. Short communication
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 79 |
Engineering-geological experiences with exploratory galleries in the planning and construction of large road tunnels (in German)
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 80 |
Engineering geology and geotechnics
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 81 |
Engineering geology of southern Africa, vol. 1 the first 2000 million years of geological time
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 82 |
Equivalent linear model for predicting settlements of sand bases
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 83 |
Excavation and support of the Norad expansion project
|
|
|
1980
|
17 |
5 |
p. 89-90
2 p.
|
artikel
|
| 84 |
Excess pore pressures developed by driving in cohesive soils. Technical note (in French)
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 85 |
Excess pore-water pressure and preconsolidation effect developed in normally consolidated clays of some age
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 86 |
Experience in operating a blind shaft borer with hydraulic muck removal system (in German and English)
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 87 |
Experiences in Yugoslav pressure tunnel construction (in German)
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 88 |
Experiences with alluvial foundations for earth dams in the prairie provinces
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 89 |
Experience with carriage-mounted, rotary, electrohydraulic, small-calibre drilling equipment (in German and English)
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 90 |
Experimental approach to the design of large diameter ‘floating’ piles - the ‘similitude’ method
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 91 |
Experimental criteria for design and control of grouting in sandy-gravely soils
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 92 |
Experimental study of punching coefficients and shape factor for two-layered soils. Technical note
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 93 |
Exploration ahead of the face in the hard coal mining industry (in German)
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 94 |
Exploratory gallery with test enlargement hall for the Engleberg base tunnel of the Heilbronn-Stuttgart motorway (in German)
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 95 |
Factor analysis in geotechnical exploration (in Italian)
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 96 |
Falkirk tunnel given emergency operation
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 97 |
Field investigations of negative friction forces in thawing soils
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 98 |
Field measurement and consideration on deformability of the izumi layers
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 99 |
Finite and infinitesimal strain consolidation. Technical note
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 100 |
Finite element study of the Nevis Bluff (New Zealand) rock slope failure
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 101 |
First international mine drainage symposium
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 102 |
Floor bolting in a gateroad (in German and English)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 103 |
Fluid settlement profiler: Error analysis for installation at Blackstrap, Saskatchewan. Technical note
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 104 |
Foundation depth measurement by microseismic techniques (in French)
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 105 |
Foundation performance of gardiner dam
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 106 |
Freezing of soils during excavation of the foundation pit at construction site of the raf plant
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 107 |
Frejus motorway tunnel: Italian side
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 108 |
Fresh air for frejus: vent shaft excavation in Europe's top tunnel
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 109 |
Frost-heaving rate predicted from pore-size distribution
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 110 |
Gas permeability of sedimentary rocks of the upper carboniferous strata (in German)
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 111 |
Geological-geotechnical experience in the construction of the seelisberg tunnel, Switzerland
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 112 |
Geology and engineering of tunnels under the chaine du chat et l'epine, savoie, France (in French)
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 113 |
Geotechnical aspects of iceberg scours on ocean floors
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 114 |
Geotechnical aspects of shallow tunnel construction in belfast estuarine deposits
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 115 |
Geotechnical evaluation of the exploratory gallery for excavation of the Pfander road tunnel (in German)
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 116 |
Geotechnical mapping. A fundamental bibliography up to 1978 (in Italian)
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 117 |
Geotechnical study of an abandoned limestone mine for crude oil storage
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 118 |
Ground behaviour and support for mining and tunnelling. The fourteenth Sir Julius Wernher memorial lecture, March 1979
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 119 |
Groundwater control to the rescue: Two case histories
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 120 |
Groundwater problems
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 121 |
Group factors for pile-deflection estimation
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 122 |
Heterogeneity in rock masses and tunnel stability (in French)
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 123 |
Highway cut failure in cretaceous sediments at Maymont, Saskatchewan
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 124 |
Hydraulic efficiency of the manicougan-3 cutoff
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 125 |
Icings and seepage in frozen glaciofluvial deposits, district of keewatin, NWT. Technical note
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 126 |
Improving cutting techniques on selective cut road heading machines (in german and English)
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 127 |
Inclined measures (in German and English)
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 128 |
Induced seismicity of storage lakes in their geological context (in French)
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 129 |
Influence of aging on the shear strength behaviour of two fine-grained soils. Technical note
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 130 |
Influence of electro-osmosis on metallic piles in clay
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 131 |
Influence of fracture deformation on secondary permeability— A numerical approach
|
Bawden, W.F.
|
|
1980
|
17 |
5 |
p. 265-279
15 p.
|
artikel
|
| 132 |
Influence of the placing conditions and the at-rest delay on the behaviour and capacity of bored foundations (in French)
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 133 |
Kinematical characters of mudflows: Control measures (in Italian)
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 134 |
Laboratory simulation of shale expansion by induced gypsum growth. Technical note
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 135 |
Large profiles in an unstable rock mass (in German)
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 136 |
Lateral displacements in clay foundations under embankments
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 137 |
Lateral earth pressures on rigid bridge abutments
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 138 |
Lewes road tunnel, sussex, England
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 139 |
Lining of a shaft socket by sprayed concrete and systematic bolting (in German)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 140 |
Loading behaviour of initially bent large scale laboratory piles in sand
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 141 |
Location of abandoned shafts by means of rayleigh waves (in German)
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 142 |
Long-term performance of a machine-bored tunnel with use of an unreinforced precast, segmented concrete lining in soft clay
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 143 |
Manasan Falls control structure design and construction aspects
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 144 |
Measurements on a tunnel lining in very dense till
|
|
|
1980
|
17 |
5 |
p. 87-88
2 p.
|
artikel
|
| 145 |
Mechanical model for the stress strain behaviour of normally consolidated cohesive soil
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 146 |
Method for computing pile uplift (in French)
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 147 |
Method of analysis for horizontally embedded anchors in an elastic soil
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 148 |
Method of estimating excess pore pressures beneath embankments on sensitive clays
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 149 |
Microscopic study of shear mechanisms in soils
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 150 |
Mineralogical and engineering index properties of the basal McMurray formation clay shales
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 151 |
Mineralogical properties of some Nigerian residual soils in relation with building problems
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 152 |
Negative friction on a bored pile in mainly organic soils (In Italian)
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 153 |
New method of sampling in sensitive clay, Technical note
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 154 |
Noncontacting transducer for measurement of lateral strains. Technical note
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 155 |
Normal and shear stress measurements on a strip footing
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 156 |
Numerical procedure for identification of soil parameters (in Italian)
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 157 |
Observed and predicted test pile behaviour
|
|
|
1980
|
17 |
5 |
p. 96-
1 p.
|
artikel
|
| 158 |
On design models for the new Austrian tunnelling method (NATM) (in German)
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 159 |
One-dimensional consolidation and creep (in Italian)
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 160 |
One-dimensional consolidation theory: Unsaturated soils
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 161 |
On finite plastic flows of compressible materials with internal friction
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 162 |
On joint/interface elements and associated problems of numerical ill-conditioning. Short communication
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 163 |
Onorm B 4455: Prestressed anchors in soft soil and rock (in German)
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 164 |
On the design of tunnels with large cross-section (in German)
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 165 |
On the estimation of the deformability characteristics of an isotropic elastic soil medium by means of a vane test
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 166 |
On the fracture mechanism of pillars under dynamic loading (in German)
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 167 |
Optimal lower bound of passive earth pressure using finite elements and non-linear programming
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 168 |
Particle crushing of a decomposed granite soil under shear stresses
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 169 |
Paved track for Australia's blue mountains zig zag tunnels
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 170 |
Penetrability for discriminating in rock and soil. Technical note
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 171 |
Performance of a shallow tunnel in a shaly rock with high horizontal stress
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 172 |
Permeability of crystalline and argillaceous rocks
|
Brace, W.F.
|
|
1980
|
17 |
5 |
p. 241-251
11 p.
|
artikel
|
| 173 |
Pile driving construction control by the case method
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 174 |
Pile fields support prefabricated plants floated into place
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 175 |
Pipe jacking basics
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 176 |
Planning aids for mining coal seams by special surveying techniques (in German and English)
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 177 |
Pore-pressure response beneath a ring foundation in clay
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 178 |
Pore water pressure changes in a road embankment
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 179 |
Possibility of utilisation of some mass mining methods for iron-nickel deposit Rzanovo, Kavadarci (in Serbo-Croat)
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 180 |
Practical approach to tunnel linings for underground mines
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 181 |
Prediction of footing settlements on sand
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 182 |
Prediction of the frost susceptibility of lime-stone sub-base materials
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 183 |
Printed circuits for studying rock mass permeability
|
Hudson, J.A.
|
|
1980
|
17 |
5 |
p. 297-301
5 p.
|
artikel
|
| 184 |
Punching of an elastic anisotropic soil (in French)
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 185 |
Quick and reliable method of forecasting the performance of tunneling machines (in German)
|
|
|
1980
|
17 |
5 |
p. 100-101
2 p.
|
artikel
|
| 186 |
Raise driving: A new drill and fire method (in German and English)
|
|
|
1980
|
17 |
5 |
p. 86-
1 p.
|
artikel
|
| 187 |
Record of lateral pressure taken during earthquake. Technical note
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 188 |
Relation between measurement and electronic calculation. Level of development for shallow tunnels (in German)
|
|
|
1980
|
17 |
5 |
p. 88-
1 p.
|
artikel
|
| 189 |
Reliability of earth slopes
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 190 |
Repeated compressive loading of a sand. Technical note
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 191 |
Repeated compressive loading of leda clay
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 192 |
Repeated loading on single piles in sand
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 193 |
Response to dynamic surface pressure distributions
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 194 |
Results from a case study of ground freezing at DU Toitskloof tunnel, South Africa
|
|
|
1980
|
17 |
5 |
p. 92-
1 p.
|
artikel
|
| 195 |
Riverbank erosion and recession in the Ottawa area
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 196 |
River erosion and bank stabilisation-north Saskatchewan River, Edmonton, Alberta
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 197 |
Roadheader technology bites into the '80s
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 198 |
Rockbolting and time-dependent behaviour of strata
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 199 |
Rock bolts. A bibliography with abstracts
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 200 |
Rock drilling in perspective (in two parts)
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 201 |
Rock movements induced by the construction of the Hamilton Mountain trunk sewer (stage 4)
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 202 |
Rotary blast-hole drills
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 203 |
RQD and fracture spacing. Technical note
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 204 |
Rupture of an ice mound near cape dorset, NWT
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 205 |
Sand specimen preparation by means of pluvial deposition (in Italian)
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 206 |
Scale effects in the determination of rock mass strength and deformability
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 207 |
Second Canadian geotechnical colloquium: Appropriate concepts and technology for unsaturated soils
|
|
|
1980
|
17 |
5 |
p. 80-
1 p.
|
artikel
|
| 208 |
Seismically induced sliding of massive structures
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 209 |
Seismic dynamic response by approximate methods
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 210 |
Self-boring pressuremeter study of San Francisco bay mud
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
| 211 |
Semi-automatic field apparatus for the measurement of thermal conductivities of sedimentary rocks
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 212 |
Settlement comparison used in tank-failure study
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 213 |
Shear and Rayleigh waves in soil dynamics
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 214 |
Shear characteristics of a quick sand in the Arabian gulf
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 215 |
Shear fracture precipitated by strain softening as a mechanism of dry slab avalanche release
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 216 |
Shear moduli and damping factors of earth dam
|
|
|
1980
|
17 |
5 |
p. 92-93
2 p.
|
artikel
|
| 217 |
Shield supports for pneumatically stowed faces. Development and first operational experience (in German and English)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 218 |
Significance of amorphous material relative to sensitivity in some champlain clays
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 219 |
Simplified procedure for evaluating embankment response
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 220 |
Site investigation procedures adopted for the Northumbrian water authority's tyneside sewerage scheme, with special reference to settlement prediction when tunnelling through urban areas
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 221 |
Slope failure in till at Lebret, Saskatchewan, Canada, Technical note
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 222 |
Slope stability for planar, polygonal and wedgeshaped failure surfaces (In German)
|
|
|
1980
|
17 |
5 |
p. 98-99
2 p.
|
artikel
|
| 223 |
Slow piler eases new haw out of a tight spot
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 224 |
Small-scale experiment of pile driving in soft clay (in Italian)
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 225 |
Soil freezing and retaining structures for a deep excavation below the water table (in Italian)
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 226 |
Soil reinforcement
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 227 |
Soil sampling in Europe: State-of-the-art
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 228 |
Some aspects of road and airstrip pad design in permafrost areas. Technical note
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 229 |
Some observations of machine tunnelling at the Kielder aqueduct
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 230 |
Some soil-mechanical considerations regarding the new Austrian tunnelling method, based on experiences of the construction of the two wilten tunnels (tyrol) (in German)
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 231 |
Specific wear during drilling in rock (in German)
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 232 |
Stabilisation of planar landslides in permafrost
|
|
|
1980
|
17 |
5 |
p. 97-98
2 p.
|
artikel
|
| 233 |
Stability analysis of embankments and slopes
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 234 |
Stability of rock-bonded shaft and tunnel tubular linings with articulated section joints (in German)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 235 |
Stability of swelling clay embankments
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 236 |
Standards for tunnel design (in German)
|
|
|
1980
|
17 |
5 |
p. 89-
1 p.
|
artikel
|
| 237 |
Strain rate behaviour of Saint-Jean-Vianney clay
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 238 |
Strata bolting-progressive techniques in the French mining industry (in German and English)
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 239 |
Strength of tree roots and lanslides on prince ow Wales Island, Alaska
|
|
|
1980
|
17 |
5 |
p. 98-
1 p.
|
artikel
|
| 240 |
Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity
|
|
|
1980
|
17 |
5 |
p. 84-
1 p.
|
artikel
|
| 241 |
Structural behaviour of the manicouagan 3 cutoff
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 242 |
Structural design of asphalt pavements by computer
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 243 |
Study of pile capacity for the heather platform
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 244 |
Study on the mechanism of consolidation
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 245 |
Suez breakthrough seals a happy marriage
|
|
|
1980
|
17 |
5 |
p. 87-
1 p.
|
artikel
|
| 246 |
Suggested failure criteria for grouted concrete masonry under axial compression
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 247 |
Supports at T-junctions (in German and English)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 248 |
Surface deflexion in a two-layer elastic medium underlain by a rough rigid base
|
|
|
1980
|
17 |
5 |
p. 94-
1 p.
|
artikel
|
| 249 |
Surficial compaction of sand in square pits using foam propellant. Technical note
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 250 |
The impact of a high level nuclear waste repository on the regional ground water flow
|
Runchal, A.
|
|
1980
|
17 |
5 |
p. 253-264
12 p.
|
artikel
|
| 251 |
The 22nd U.S. Symposium on rock mechanics
|
|
|
1980
|
17 |
5 |
p. 303-
1 p.
|
artikel
|
| 252 |
Theory about cutting rock with a water jet
|
|
|
1980
|
17 |
5 |
p. 101-
1 p.
|
artikel
|
| 253 |
Thermal expansion and inferred permeability of climax quartz monzonite to 300°C and 27.6 MPa
|
Heard, H.C.
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|
1980
|
17 |
5 |
p. 289-296
8 p.
|
artikel
|
| 254 |
Thermodynamics of inhomogeneous/anisotropic discontinuities and their application to mine support (in German)
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|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 255 |
13th geotechnical conference of the Italian geotechnical society, Merano, June 1979. Special issue (in Italian)
|
|
|
1980
|
17 |
5 |
p. 79-
1 p.
|
artikel
|
| 256 |
Three-parameter model of a soil base and pile field taking into account irreversible structural deformation of the soil
|
|
|
1980
|
17 |
5 |
p. 97-
1 p.
|
artikel
|
| 257 |
Time-dependent behaviour of compacted clays in tension and compression
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 258 |
Torsional effect in soil-structure interaction. Technical note
|
|
|
1980
|
17 |
5 |
p. 100-
1 p.
|
artikel
|
| 259 |
Treatment for foundation on glacial till of the lg-3 dam (in French)
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 260 |
Treatment of salinity in water content determination of very soft clays. Technical note
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 261 |
Triaxial-vane tests on a soft marine clay
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 262 |
Tunnelling and ‘Talszuschub’ (in German)
|
|
|
1980
|
17 |
5 |
p. 91-
1 p.
|
artikel
|
| 263 |
Tunnel portals at Dinorwic, North Wales
|
|
|
1980
|
17 |
5 |
p. 90-
1 p.
|
artikel
|
| 264 |
Ultimate bearing capacity of foundations on a three-layer soil, with special reference to layered sands. Technical note
|
|
|
1980
|
17 |
5 |
p. 95-96
2 p.
|
artikel
|
| 265 |
Underground exploration of deposits (in German and English)
|
|
|
1980
|
17 |
5 |
p. 102-
1 p.
|
artikel
|
| 266 |
Undrained strength characteristics of an alluvial marine clay in the Tokyo bay
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 267 |
Undrained strength of some thawed permafrost soils. Technical note
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 268 |
Undrained volume and stress change behaviour of unsaturated very dense sands
|
|
|
1980
|
17 |
5 |
p. 83-
1 p.
|
artikel
|
| 269 |
Unified approach to densification and liquefaction of cohesionless sand in cyclic shearing
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 270 |
Uplift of objects by an upfreezing ice surface. Technical note
|
|
|
1980
|
17 |
5 |
p. 103-
1 p.
|
artikel
|
| 271 |
Upstream slope protection for earth dams in the prairie provinces
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 272 |
Use of glacial till and outwash silty sand as construction material for dam cores at long spruce generating station
|
|
|
1980
|
17 |
5 |
p. 93-
1 p.
|
artikel
|
| 273 |
Use of static penetration tests in the St Lawrence lowlands. Technical note (in French)
|
|
|
1980
|
17 |
5 |
p. 81-
1 p.
|
artikel
|
| 274 |
Use of sulphur in roadway frost applications
|
|
|
1980
|
17 |
5 |
p. 99-
1 p.
|
artikel
|
| 275 |
Vertical vibrations of machine foundations
|
|
|
1980
|
17 |
5 |
p. 95-
1 p.
|
artikel
|
| 276 |
Viscometric assessment of remoulded sensitive clays. Technical note
|
|
|
1980
|
17 |
5 |
p. 85-
1 p.
|
artikel
|
| 277 |
Yielding in soft clay at Backebol, Sweden
|
|
|
1980
|
17 |
5 |
p. 82-
1 p.
|
artikel
|
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