| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accelerated the construction of tunnel linings (in Russian)
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 2 |
Actual and calculated loads on piles and results of observing settlements of a large-panel building
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 3 |
Analysis of the vertical deformation of pile groups
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 4 |
Apparatus and procedures for a railroad ballast
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 5 |
Application of the NATM to the Nakayama tunnel
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 6 |
Approximate time-dependent analysis of tunnel support structure considering progress of tunnel face
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 7 |
Artificial freezing of rocks when sinking the shaft of the yakovlevsk mine (Kursk magnetic anomaly) (in Russian)
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 8 |
Backfill research for pillar extraction at ZC/MBHC
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 9 |
Backfill with tailings — a new approach
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 10 |
Basic investigations of stress distributions in pavement structures by photoelastic methods
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 11 |
Bearing capacity of a saturated clay foundation bed in an unstabilised state under a circular foundation
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 12 |
Bearing capacity of piles in layered soils. Part 1, clay overlying sand. Part 2, sand overlying clay
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 13 |
Bearing strength of cast-in-place pile clusters in swelling ground (in Russian)
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 14 |
Behaviour of an embankment on New York varied clay
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 15 |
Brazilian tensile strength of rocks with different elastic properties in tension and compression
|
Sundaram, P.N.
|
|
1980
|
17 |
2 |
p. 131-133
3 p.
|
artikel
|
| 16 |
Calculating the settlement of foundation beds represented by different models
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 17 |
Calculation of stresses and deformations around shallow circular tunnels in soft ground by the method of associated fields
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 18 |
Calculation of thin-wall concrete supports in unstable rock (in German)
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 19 |
Centrifugal model tests of the lodalen landslide
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 20 |
Changes in the engineering-geologic conditions in the foundation of the Bratsk dam during 15 years of operation
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 21 |
Characteristics of natural slopes in the athabasca oil sands
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 22 |
Chemical grouting treatment to allow the excavation of tunnels in rocks affected by infiltrations of toxic gas under pressure
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 23 |
Comparison of the stiffness of the chalk at munford from a seismic survey and a large scale tank test
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 24 |
Computer storage of site investigation data for tunneling
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 25 |
Conditions for failure of a face-centered cubic array of uniform rigid spheres
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 26 |
Consolidated fill practice at strathcoma mine
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 27 |
Consolidation in compressible mixtures
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 28 |
Construction of railway trunk line tunnels under major cities using the shield method
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 29 |
Construction pore pressures in clay foundations under embankments part 2 — generalized behaviour
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 30 |
Construction pore pressures in clay foundations under embankments part 1 — the saint-Alban test fills
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 31 |
Construction problems in water tunnels in the Republic of South Africa
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 32 |
Contemporary powered supports for longwall mining (in German and English)
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 33 |
Contribution made to cliff instability by head deposits in the West Dorset coastal area
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 34 |
Correlation of index properties with some basic engineering properties of soils
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 35 |
Coupled hydrodynamic response of concrete gravity dams using finite and infinite elements
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 36 |
Creep behaviour of an undisturbed lightly over-consolidated clay
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 37 |
Current tunnel design, construction, and research in the US
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 38 |
Cut-and-fill mining with cemented mill tailings at Boliden metall AB
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 39 |
Cyclic liquefaction strength of sands
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 40 |
Deformability of joints and its relation to rock foundation settlements
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 41 |
Dependence of strength properties of carboniferous sandstones from the southwestern part of the donets basin on the extent of weathering
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 42 |
Derivation of stress-strain function for soils in shear, from pressiometer test data
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 43 |
Design and construction of railway tunnel in soft, clayey alluvial soil
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 44 |
Design and development of segmental tunnel linings in the UK
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 45 |
Design method for tunnels composed of plane elements
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 46 |
Detection methods for location of subsurface water and seepage
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 47 |
Determination of fill stability
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 48 |
Determination of the dynamic characteristics of the rigidity of natural foundation beds
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 49 |
Determination of the state of stress in a shaft by deformation measurements in boreholes (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 50 |
Determining compressive strength of frozen and thawed rocks from elastic wave velocities (in Russian)
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 51 |
Determining the strength characteristics of clayey soils from static-probe data
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 52 |
Development of a bearing capacity reserve in pile groups
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 53 |
Development of radioisotope methods of investigating the construction properties of soils
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 54 |
Did frozen fill cause teton dam to collapse
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 55 |
Diffusion analogy for some stress computations. Technical note
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 56 |
Dispersive soil problem at Los Esteros dam
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 57 |
Distances between the tubes of artificial rock freezing assemblies (in Russian)
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 58 |
Drilling and casing a large-diameter shaft in the piceance creek basin
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 59 |
Driven piles in clay — the effects of installation and subsequent consolidation
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 60 |
Dynamic response of strip footings on elastic halfspace
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 61 |
Dynamics of vibratory roller compaction
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 62 |
Earth pressure balanced shield tunnelling method: Water pressure type
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 63 |
Earthquake-induced lateral soil pressures on structures
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 64 |
Effect of base formation characteristics on its stress state
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 65 |
Effect of different factors on the validity of determinations made for the compactibility characteristics of cohesive soils
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 66 |
Effect of pore pressure on shear strain of multiphase soil
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 67 |
Effect of stress on strain at the onset of tertiary creep of frozen soils. Technical note
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 68 |
Effects of the extent of mining on the formation of subsidence troughs and on pillar stress conditions (in German)
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 69 |
Elastic waves in the earth. Developments in solid earth geophysics, vol 11
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 70 |
Electrokinetic dewatering of hydraulic backfill
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 71 |
Energy requirements for the storage of oil in rock caverns
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 72 |
Engineering behaviour of glacial materials, symposium, Birmingham, UK, 21–23 April 1975
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 73 |
Engineering geological aspects of dock and harbour engineering in Southampton water
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 74 |
Erratum
|
|
|
1980
|
17 |
2 |
p. 135-
1 p.
|
artikel
|
| 75 |
Estimated magnitude of acoustic emissions in soil. Technical note
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 76 |
Evaluation of liquefaction potential of the fraser delta
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 77 |
Evolution of fill mining at the Ontario division of INCO metals
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 78 |
Excavation of tunnel through fractured zone with large quantity and high head of ground water
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 79 |
Experience and methods of frozen and hard rock excavation in power engineering (in Russian)
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 80 |
Experience and methods of hard rock excavation in pipeline construction (in Russian)
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 81 |
Experimental investigation of model diaphragm wall. Technical note
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 82 |
Experimental investigation of the destructibility of rocks in a vacuum
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 83 |
Extreme-value problems of limiting equilibrium
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 84 |
Factors affecting the transition between the various types of mass movement in coastal cliffs consisting largely of overconsolidated clay with special reference to Southern England
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 85 |
Falconbridge slag as a cementing agent in backfill
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 86 |
Filling practices at Brunswick mining — No 12 mine
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 87 |
Fill permeability and its significance in mine fill practice
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 88 |
Fill support systems for deep-level gold mines — Prototype installations and economic analysis
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 89 |
Fill system for 108 blasthole stope at INCO's birchtree mine
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 90 |
Finite element calculations for the deformation around model tunnels
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 91 |
First tunnelling project in Thailand
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 92 |
Forecasting the hazard of water inrush and new possibilities of fighting against them in constructing tunnels
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 93 |
Formation of shear bands in sand bodies as a bifurcation problem
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 94 |
Foundation design approaches in permafrost areas
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 95 |
Frejus tunnels: 100 years of drilling progress
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 96 |
Geology and geotechnical properties of till and related deposits in the Edmonton, Alberta area
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 97 |
Geophysical investigations in deep horizontal holes drilled ahead of tunnelling
|
Carroll, R.D.
|
|
1980
|
17 |
2 |
p. 89-107
19 p.
|
artikel
|
| 98 |
Geotechnical aspects of road design in Libya
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 99 |
Geotechnical characteristics of compacted clays for earth embankments in the prairie provinces
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 100 |
Geotechnical engineering applications to the chilled gas pipeline design
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 101 |
Geotechnical performance of a tunnel in till
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 102 |
Ground freezing. Developments in geotechnical engineering, vol 26
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 103 |
Ground subsidence associated with machine tunnelling in fluvio-deltaic sediments (in 2 parts)
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 104 |
Grouting rock bolts using a perforated sleeve
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 105 |
Handbook of soil mechanics. Vol. 2: Soil testing
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 106 |
Head losses in packer tests. Technical note
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 107 |
Impervious polymer screens and films in dams built of local materials (in Russian)
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 108 |
Improving roadway condition by closer adaptation to the load-bearing rock ring (in German)
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 109 |
Increasing the bearing capacity of piles sunk in predrilled holes in the ground
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 110 |
In-situ drainage properties of hydraulic backfills
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 111 |
Interparticle action and rheology of dispersive clays
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 112 |
Investigation of rheological properties of cooled clay injection grouts (in Russian)
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 113 |
Investigation of thermal stresses in a gravity dam on a rock foundation during operation
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 114 |
Investigation of the work of single situ-cast piles under different load combinations
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 115 |
Laboratory study of efficiency of sand drains in relation to methods of installation and spacing
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 116 |
Limit equilibrium analysis of progressive failure in the stability of slopes
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 117 |
Littoral sediment budget between selsey bill and gilkicker point, and its relevance to ccast protection works on hayling island
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 118 |
Load bearing slurry trench wall supported by glacial till. Technical note
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 119 |
Location of block release mechanisms in tunnels from geological data and the design of associated support
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 120 |
Long term performance of high capacity rock anchors at devonport
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 121 |
Magma's sandfill system as employed at the magma mine, superior, Arizona, USA
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 122 |
Measured performance of Newtown creek culvert
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 123 |
Measuring total volumetric strains during triaxial tests of frozen soils: A new approach
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 124 |
Mechanical behaviour of Darney sandstone (Vosges, France) in biaxial compression
|
Maso, Jean-Claude
|
|
1980
|
17 |
2 |
p. 109-115
7 p.
|
artikel
|
| 125 |
Method of predicting the vibration level of structures and soil from test results
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 126 |
Methods of foundation engineering. Developments in geotechnical engineering, vol 24
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 127 |
Mining with backfill. Proc 12th Canadian rock mechanics symposium, Sudbury, Ontario, May 1978
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 128 |
Modelling to a predict backfill stability in transverse pillar extraction
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 129 |
Model tests for bearing capacity in sand. Technical note
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 130 |
Mode of deformation of Rosebud coal, colstrip, Montana: Room temperature, 102.0 MPa
|
White, Jon.M.
|
|
1980
|
17 |
2 |
p. 129-130
2 p.
|
artikel
|
| 131 |
Natural compression law for soils (an advance on E - log P prime). Technical note
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 132 |
Near-surface and deep hydrofracturing stress measurements in the Waterloo quartzite
|
Haimson, B.C
|
|
1980
|
17 |
2 |
p. 81-88
8 p.
|
artikel
|
| 133 |
New Soviet investigations of lunar soil and its analogs
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 134 |
New Zealand experience with engineering classifications of rock for the prediction of tunnel support
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 135 |
Normalised deformation parameters for kaolin
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 136 |
Numerical solution of physically nonlinear problems for soil bases
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 137 |
Numerical study of one-dimensional consolidation allowing for variations in soil permeability and compressibility, plastic flow and non-saturation (in French)
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 138 |
Oblique aerial photography: A lightweight technique applied to civil engineering geology and environmental studies (in French)
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 139 |
‘Olimpia’ tunnel on the autostrada dei trafori: Consolidation under difficult conditions
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 140 |
On the retrogression of landslides in sensitive muddy sediment. Discussion
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 141 |
Operational experience with de-stressing shot-firing (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 142 |
Peculiarities of drilling and blasting under permafrost conditions (in Russian)
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 143 |
Pedestal piles in swelling soils
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 144 |
Photoelastic instrumentation — Principles and techniques
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 145 |
Pictorial case history of lateral rock creep in an open cut into the Niagara escarpment rocks at Hamilton, Ontario. Technical note
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 146 |
Pillar recoveries using consolidated fill at Noranda Mines Ltd, Manitouwadge, Ontario
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 147 |
Plates on saturated porous elastic foundations
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 148 |
Poling pile hood protects building against settlement
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 149 |
Pore water pressures induced by pile driving. Technical note
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 150 |
Portavadie dry dock, West Scotland: A case history of the geotechnical aspects of its construction
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 151 |
Potential and limitations of infusion in preventing rock bursts (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 152 |
Pozzolanic behaviour of ground ISA mine slag in cemented hydraulic mine fill at high slag/cement ratios
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 153 |
Predicting changes in the flow-stress state of a frozen core of a rock-earth dam during its thawing in the operational period
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 154 |
Prediction of settlement of weak water-saturated soils
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 155 |
Prevention of accidents in difficult tunnelling conditions by means of specialised techniques such as grouting, drainage, umbrella arch methods
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 156 |
Prevention of rockbursts — Basic aspects and statutory regulations (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 157 |
Probabilistic evaluation of penetration resistances
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 158 |
Probabilistic evaluation of safety of soil structures. Technical note
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 159 |
Problems associated with heavy water leakage during construction of large area tunnels in granite, limestone, and chalk
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 160 |
Programmed calculation of the influence of mining operations on shafts using the finite element model (in German)
|
|
|
1980
|
17 |
2 |
p. 28-29
2 p.
|
artikel
|
| 161 |
Properties of an artificially cemented clay
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 162 |
Protection of tunnel excavations in weak plastic rocks — example of roof-bolting system
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 163 |
Prototype pile tests in permafrost soils
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 164 |
PV device for determining water permeability of clay soils (in Russian)
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 165 |
Quasi-plane strain in the analysis of geological problems
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 166 |
Radioisotope method of monitoring settlement of foundation bed
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 167 |
Railroad ballast load ranking classification
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 168 |
Reasons for unsuccessful applications of the new Austrian tunnelling method
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 169 |
Regional distribution of in situ horizontal stresses in rocks of Southern Ontario
|
|
|
1980
|
17 |
2 |
p. 35-36
2 p.
|
artikel
|
| 170 |
Reinforced shell to give extra strength to roadway support systems in the case of underlying workings (in German)
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 171 |
Remote sensing survey techniques
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 172 |
Repeated load testing of a model plane strain footing
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 173 |
Report from Atlanta — 4th rapid excavation and tunnelling conference
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 174 |
Response of a deep rigid anchor due to undrained elastic deformation of the surrounding soil medium. Technical note
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 175 |
Restoration work in an Italian highway tunnel
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 176 |
Results of filed tests of piles in permanently frozen ground
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 177 |
Review of backfill mining practices and technology at the fox mine
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 178 |
Review of current fill mining practices at Eldorado Nuclear Limited, beaverlodge operation
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 179 |
Review of engineering behaviour of marine clays in Eastern Canada
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 180 |
Rockburst prevention through operational methods (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 181 |
Rockfill in hydraulic engineering. Developments in geotechnical engineering, vol 27
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 182 |
Rock installations in Norway. Sport halls, telecommunication centres, swimming pools in rock
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 183 |
Rock pressure calculations and model tests in rock movement investigations (in German)
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 184 |
Rockslides and avalanches (in 2 parts). Developments in geotechnical engineering, vols 14A and 14B
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 185 |
Role of stress analysis in the design of large unlined openings in rock
|
|
|
1980
|
17 |
2 |
p. 24-25
2 p.
|
artikel
|
| 186 |
Sample disturbance and stress-strain behaviour
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 187 |
Seikan undersea tunnel
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 188 |
Seismo-acoustic method for the study of fracture processes in critically stressed coal deposits (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 189 |
Settlements and contact pressures of a nonlinearly deformable foundation bed subject to strip loading
|
|
|
1980
|
17 |
2 |
p. 33-
1 p.
|
artikel
|
| 190 |
Settlements of immersed tunnels
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 191 |
Shaft sinking by downhole shaft borers (in German)
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 192 |
Shaft sinking using the airlift method (in German)
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 193 |
Shear strength of an unsaturated soil
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 194 |
Shear strength of athabasca oil sands
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 195 |
Shear strength of soft fissured clays
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 196 |
Significance of geological-tectonic factors in rockbursts in the buhr coalfield (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 197 |
Slope analysis. Developments in geotechnical engineering, vol 22
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 198 |
Slurry shield method in complex formation under sea — Construction of water supply tunnel
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 199 |
Soaked strength of laboratory compacted clay
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 200 |
Soft clay engineering. Developments in geotechnical engineering, vol 20
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 201 |
Soft ground tunnelling problems solved in German metros
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 202 |
Soil disturbance from pile driving in sensitive clay
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 203 |
Soil physics — Selected topics. Developments in geotechnical engineering, vol 25
|
|
|
1980
|
17 |
2 |
p. 21-
1 p.
|
artikel
|
| 204 |
Some hysteresis effects of the behaviour of geologic media
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 205 |
Some recent progress in tunnel construction in France
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 206 |
Sprayed concrete containing steel fibres for tunnelling and mining (in German)
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 207 |
Stability of stage-constructed embankments on soft clays
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 208 |
Stabilized earth roads. Developments in geotechnical engineering, vol 19
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 209 |
Static equilibrium method of calculating the seismic stability of free homogeneous slopes
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 210 |
Static shear and liquefaction potential
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 211 |
Statistical applications for road soil surveys
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 212 |
Statistical patterns of changes in the physico-mechanical properties of loessal soils with surface compaction
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 213 |
Steep slope design and revegetation techniques
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 214 |
Stope fill developments at Mount Isa
|
|
|
1980
|
17 |
2 |
p. 30-
1 p.
|
artikel
|
| 215 |
Strength and deformability of clayey soils in tension
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 216 |
Strength and deformability of highly fractured rock
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 217 |
Stresses and strains in non-linear viscous soils
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 218 |
Stresses around tunnel intersections
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 219 |
Stress-strain input for equivalent-linear analyses. Technical note
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 220 |
Stress transmission in granular media. Technical note
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 221 |
Structural considerations in the design of a repository to store radioactive waste in basalt formations
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 222 |
Student-paced learning in site investigation
|
|
|
1980
|
17 |
2 |
p. 37-
1 p.
|
artikel
|
| 223 |
Studying the collapsibility and stability of roofs when mining perenially frozen deposits with high ice content in areas beyond the arctic circle (in Russian)
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 224 |
Studying the strength of concrete lining in the Nagornyi tunnel of the Baykal Amur railroad (in Russian)
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 225 |
Subterranean building problems in Poland
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 226 |
Suggested methods for pressure monitoring using hydraulic cells
|
Franklin, J.
|
|
1980
|
17 |
2 |
p. 117-127
11 p.
|
artikel
|
| 227 |
Swelling of soils due to wetting with alkali solutions
|
|
|
1980
|
17 |
2 |
p. 23-
1 p.
|
artikel
|
| 228 |
Technique for measuring radial deformation during repeated load triaxial testing
|
|
|
1980
|
17 |
2 |
p. 22-
1 p.
|
artikel
|
| 229 |
Tectonic index as an aid to the tectonic evaluation of a coal deposit
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 230 |
Theoretical study of the frictional probe test (in French)
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 231 |
Thermal effects in cemented pavement layers
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 232 |
Time dependency and some other non-linearities in theoretical models for tunnels
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 233 |
Tunnelling in Taiwan's north link railway
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 234 |
Tunnelling methods with steel fibre reinforced grout (in German)
|
|
|
1980
|
17 |
2 |
p. 26-
1 p.
|
artikel
|
| 235 |
Tunnelling under high water pressure in soft ground
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 236 |
Tunnel linings — Design
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 237 |
Tunnel planning in Shinkansen project
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 238 |
Tunnel support against increasing earth pressure
|
|
|
1980
|
17 |
2 |
p. 29-
1 p.
|
artikel
|
| 239 |
Underground securing system with synthetic resin anchors reinforced by glass fibre
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 240 |
Undrained strength anisotropy in embankment stability. Technical note
|
|
|
1980
|
17 |
2 |
p. 32-
1 p.
|
artikel
|
| 241 |
Unsaturated flow beneath tailings impoundments
|
|
|
1980
|
17 |
2 |
p. 24-
1 p.
|
artikel
|
| 242 |
Unsheathed excavation in soils. Technical note
|
|
|
1980
|
17 |
2 |
p. 35-
1 p.
|
artikel
|
| 243 |
Usage, requirements and features of slope stability computer software (Canada, 1977)
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 244 |
Use of centrifugal modelling to assess slope stability
|
|
|
1980
|
17 |
2 |
p. 34-
1 p.
|
artikel
|
| 245 |
Use of ground anchors to strengthen the walls of the subsurface section of a Moscow garage
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 246 |
USSR experience in construction of hydraulic tunnels
|
|
|
1980
|
17 |
2 |
p. 27-
1 p.
|
artikel
|
| 247 |
Variations in ground resistance to tangential force of cutting (in Russian)
|
|
|
1980
|
17 |
2 |
p. 36-
1 p.
|
artikel
|
| 248 |
Water inflow during the period of excavation of tunnels
|
|
|
1980
|
17 |
2 |
p. 31-
1 p.
|
artikel
|
| 249 |
Water tunnels bring life to the Venezuelan Andes
|
|
|
1980
|
17 |
2 |
p. 25-
1 p.
|
artikel
|
| 250 |
Winning and working in rockburst conditions (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 251 |
Winning in zones subject to rockbursts taking suitable countermeasures (in German)
|
|
|
1980
|
17 |
2 |
p. 28-
1 p.
|
artikel
|
| 252 |
World's first underground water power station
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1980
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17 |
2 |
p. 28-
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| 253 |
Yield line analysis of square footings. Technical note
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1980
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17 |
2 |
p. 33-
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