nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
About the representivity of rock-fill shear tests in the laboratory. 1F
|
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|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
2 |
A case history of a landslide caused by confined groundwater. 6F, 7R
|
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|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
3 |
Accuracy of strain measurements by the undercoring method. 6F, 5T, 6R
|
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|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
4 |
A hydraulic triaxial apparatus for controlled stress path testing. 9F, 1T, 29R
|
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|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
5 |
A mapping project of the Italian mountain range area. 1F, 5R
|
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|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
6 |
A method for measuring bulk volume of rock materials. 1F, 1T, 6R
|
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|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
7 |
Analysis and modelling of the performance of home foundations on expansive soils in Central Texas. 26F, 1T, 15R
|
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|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
8 |
An analytical method for localizing structural discontinuities in a rock mass. In French. 8F, 5R
|
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1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
9 |
An engineering geologic mapping system for the central business district of Melbourne, Australia. 5F, 1T, 9R
|
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|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
10 |
A new development of the LNEC stress tensor gauge. 2F, 2R
|
|
|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
11 |
A new ultrasonic borehole-meter for measuring the geotechnical properties of intact rock. In German. 9F, 14R
|
|
|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
12 |
An example of the use of geology in regional planning in the Molise region. In French. 5F, 2T
|
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|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
13 |
Anisotropy in heavily overconsolidated kaolin. 16F, 13R
|
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|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
14 |
A proposal for classification of marbles. 2F, 4T, 8R
|
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|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
15 |
Artificially induced seismicity and associated ground motions. 14F, 27R
|
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
16 |
Associated and non-associated viscoplasticity and plasticity in soil mechanics. 14F, 3T, 42R
|
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|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
17 |
A study of strengthening processes in dispersed soils stabilized with fly ashes of thermal power stations. 3F, 1T
|
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|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
18 |
A study on the duration of strong earthquake ground motion. 14F, 1T, Refs.
|
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|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
19 |
A synthesis of the problems of engineering geology teaching in the state of Sao Paulo, Brazil
|
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|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
20 |
A systematic approach to mapping engineering geology. 8R
|
|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
21 |
Bearing capacity analysis of reinforced earth slabs. 12F, 2T, 10R
|
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|
1976 |
13 |
3 |
p. 30-31 2 p. |
artikel |
22 |
Bearing capacity tests on reinforced earth slabs. 11F, 16R
|
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|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
23 |
Changes in the P-wave velocity with increasing inelastic deformation in rock specimens under compression. 12F, 14R
|
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|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
24 |
Classification of combined methods of rock excavation. In Russian. 4R
|
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1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
25 |
Complex analysis and experimental determination of complete stress tensor in the rock mass. 3F, 1T, 10R
|
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|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
26 |
Constructive weathering of granite on the dam profile near Liberac, Czechoslovakia. 15F, 2T, 3R
|
|
|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
27 |
Continuum theory of rock dilatancy. 1F, 17R
|
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|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
28 |
Contribution to the study of expansive soils. 5F, 4T, 6R
|
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|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
29 |
Creation of a Geotechnical Data Bank. In French. 1F, 9R
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
30 |
Curricula planning for fundamental courses on geotechnology. 5R.
|
|
|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
31 |
Dams on permafrost. In Russian. 108R
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
32 |
Deep-seated joints parallel to the surface wall of a rock mass. In German. 2F, 10R
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
33 |
Deep stress measurements in tuff at the Nevada test site. 3F, 2T, 14R
|
|
|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
34 |
Deformation measurements with long measuring bolts in the coal mining industry. In German. 9F, 1R
|
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|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
35 |
Determination of absorption limits of soils. 4R
|
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|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
36 |
Determination of soil properties for site evaluation and dynamic analysis in Santiago. 1F, 3T, 10R
|
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|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
37 |
Development of a safer, more efficient hydraulic-based technique for rapid excavation of coal, rock and other minerals. Report. 38F
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
38 |
Direct in-situ shear tests on Sao Simao sedimentary breccia. 9F, 2T, 6R
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
39 |
Displacement measurements of high accuracy in underground openings. 10F, 1R
|
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|
1976 |
13 |
3 |
p. 28-29 2 p. |
artikel |
40 |
Distribution analysis of soil-physical characteristics for engineering geological purposes. 3F, 1T, 5R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
41 |
Dynamic forces applied to rock by unsteady flow of water in joints. In German. 11F, 3R
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
42 |
Dynamic mechanical properties of two grades of oil shale
|
Schuler, K.W. |
|
1976 |
13 |
3 |
p. 91-95 5 p. |
artikel |
43 |
Dynamic method for mapping of geotechnical information. In French. 1F, 11R
|
|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
44 |
Earth pressures against the abutments and wing walls of standard motorway bridges. 13F, 1T, 10R
|
|
|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
45 |
Education of geological engineering and its problems. 39R.
|
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|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
46 |
Effect of porosity on the strength of the clastic sedimentary rocks. 5F, 1T, 10R
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
47 |
Elastic-plastic stability analyses of mine-waste embankments. Report. 57F
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
48 |
Elastic properties of rocks at sub-zero temperatures. In German. 4F, 2T, 5R
|
|
|
1976 |
13 |
3 |
p. 26-27 2 p. |
artikel |
49 |
Elastic properties of two coals
|
Ko, Hon-Yim |
|
1976 |
13 |
3 |
p. 81-90 10 p. |
artikel |
50 |
Elastic settlement of a circular raft in adhesive contact with a transversely isotropic medium. 16F, 1T, 32R
|
|
|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
51 |
Engineering-geological classification and measurement of the brokenness of bedrock in Finland. 7T, 3R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
52 |
Engineering-geological works of environmental protection in the towns. 3F
|
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|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
53 |
Engineering properties and classification of natural materials of construction — unconsolidated sediments. 20R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
54 |
Engineering properties of residual soils from South-Central region of Brazil. 12F, 2T, 6R
|
|
|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
55 |
Estimation of engineering and geological stability of Karsted terrains. 12R
|
|
|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
56 |
Evaluation of adequate sampling in petrographic determination of the quality of carbonate rocks. 1F, 3T, 8R
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
57 |
Evaluation of the percentage of very fine particles in alluvial deposits by measuring their natural radioactivity. In French. 9F, 5R
|
|
|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
58 |
Evaluation of the properties of a rock deposit. In French. 8F, 1T, 8R
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
59 |
Evaluation of the stability of the slopes of the Sorrento Peninsula. In French. 2F, 9R
|
|
|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
60 |
Explorations of principal stress space with kaolin in a true triaxial apparatus. 10F, 19R
|
|
|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
61 |
Failure behaviour in uniaxial compression and the rock structure. In French. 7F, 23R
|
|
|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
62 |
False bedrock in glacial drift. 2F, 2R
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
63 |
Fatigue in rocks. Failure and internal fissuration of Barre granite under loads cyclically applied. 9F, 2T, 9R
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
64 |
Field measurements of residual strain in granite rock masses. 6F, 14R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
65 |
First consolidation tests in depth with high temperatures of clay soil in Italy. 11F, 3R
|
|
|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
66 |
Fold geometry and tectonic pressure in rock masses. In French. 7F
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
67 |
General mentality of engineering geological rock examinations. 4F
|
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
68 |
General mentality of engineering geological rock examinations. 4F
|
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|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
69 |
Geological-engineering maps of commercial minerals deposits 3F, 2R
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|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
70 |
Geology and probability in the assessment of seismic risk. 1F, 3T, 21R
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
71 |
Geotechnical maps for use in road designing. 2F, 3T
|
|
|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
72 |
Geothermal energy. A new application of rock mechanics. 7F, 1T, 11R
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
73 |
Homogeneous and layered sand in triaxial compression. 21F, 18R
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
74 |
Hydraulic engineering. In Russian.
|
|
|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
75 |
Influence of external stresses and fluid pressure on the flow in fissured rocks. In French. 8F, 7R
|
|
|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
76 |
Influence of geological-geotechnical factors upon foundation design, building planning and slope stability in Luanda City. 3F, 6R
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
77 |
In-situ ultrasonic investigation of failure of limestone. 3F, 1T, 11R
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
78 |
Internal stresses in rock as a result of granular structure and axial cataclasis:-acoustic measurements. 9F, 1T, 10R
|
|
|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
79 |
Investigation and evaluation of fault activity in the U.S.A. 3F, 16R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
80 |
Investigations of attenuation and internal friction of rocks by ultrasonics
|
Singh, Vijay P. |
|
1976 |
13 |
3 |
p. 69-74 6 p. |
artikel |
81 |
Laboratory testing of fault gouge materials. 3F, 4T, 20R
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
82 |
Landslide problems of the Eastern Kentucky coal fields. 2F, 3T, 2R
|
|
|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
83 |
Laterites, ferricretes, bauxites and silcretes. 1F, 1T, 7R.
|
|
|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
84 |
Loads on the linings of pit shafts due to cryogenic swelling. 3F, 1T, 9R
|
|
|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
85 |
Mechanical and rheological characteristics of rock as natural building material. 3T
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
86 |
Mechanical behaviour of soils under high overburden pressures. In French. 15F
|
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|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
87 |
Methodology and utility of geotechnical maps in the urban planning and development of the Twin-City capital of Hyderabad-Secunderabad, Andhra Pradesh, India. 4F, 2T, 4R
|
|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
88 |
Microzonation in relation to engineering soil properties. 5F, 11R
|
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|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
89 |
Microzonation in relation to predominant ground frequency, amplification and other engineering considerations. 5F, 1T, 5R
|
|
|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
90 |
Modern problems of engineering geology in connection with the construction and reconstruction of cities.
|
|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
91 |
Negative strength regions in offshore construction. 7F, 10R
|
|
|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
92 |
Observation of the natural supply of aquiferic water. 5F
|
|
|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
93 |
Observations on the procedures and on the interpretation of the plate bearing test. 8F, 1T, 9R
|
|
|
1976 |
13 |
3 |
p. 25-26 2 p. |
artikel |
94 |
On the possibility of extracting energy from dry rocks by means of hydraulic fracturing. In French
|
|
|
1976 |
13 |
3 |
p. 34- 1 p. |
artikel |
95 |
Performance of culvert under Winscar dam. 14F, 4T, 13R
|
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|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
96 |
Place of engineering geology among geological, technical and environmental sciences
|
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|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
97 |
Possible causes of dynamic phenomena in coal mines. 8R
|
|
|
1976 |
13 |
3 |
p. 30- 1 p. |
artikel |
98 |
Predictions of subsidence in the city of Bangkok. 6F, 16R
|
|
|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
99 |
Problems of the engineering-geological mapping of the valley floors of lowland rivers under temperate climatic conditions. 5F, 16R
|
|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
100 |
Properties and classification of natural construction materials. In French. General report. 5F, 8T, Refs.
|
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|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
101 |
Properties and classification of natural construction materials. In French. 1T
|
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|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
102 |
Research on natural fracturing of a petroleum reservoir. In French. 4F, 7R
|
|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
103 |
Result of state-of-stress measurements in different types of rock masses. 4F, 5T, 13R
|
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|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
104 |
Results of laboratory tests on water pressure and flow in joints. 14F, 18R
|
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|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
105 |
Rheological principles of rock mechanical model tests. In German. 3T, 21R
|
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|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
106 |
Rock deformation models which involve rheological properties. 6R
|
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|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
107 |
Seismic activity around the Cajuru Reservoir. 4F, 1T, 7R
|
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
108 |
Seismic microzoning in a broad sense — seismological microzoning. 1F, 39R
|
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|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
109 |
Seismic phenomena and engineering geology. General report. 14F, 1T, Refs.
|
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1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
110 |
Seismic stability of earth dams and embankments. 16F, 19R
|
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
111 |
Should engineering geology be taught as a graduate or undergraduate subject
|
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|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
112 |
Some considerations on engineering geological mapping. 2T
|
|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
113 |
Some effects of dynamic soil properties on soil-structure interaction. 35F, 84R
|
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|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
114 |
Some permanent structural changes in rocks due to pressure and temperature. 6F, 13R
|
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|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
115 |
Some premonitory changes in Koyna reservoir area and possible physical basis of prediction of large seismic events. 3F, 14R
|
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
116 |
State of the art of subsidence control. Report
|
|
|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
117 |
Stress analysis of cylindrical rock discs subjected to axial double point load
|
Peng, Syd S. |
|
1976 |
13 |
3 |
p. 97-101 5 p. |
artikel |
118 |
Stress history and rock stress. 2F, 2T
|
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|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
119 |
Study of an urban Bocoroca — possibilities of control. 3F, 7R
|
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|
1976 |
13 |
3 |
p. 32- 1 p. |
artikel |
120 |
Suitability of karst and marshland for urban development from the point of view of engineering geology. 5T, 3R
|
|
|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
121 |
Teaching and training in engineering geology. General report. 2T
|
|
|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
122 |
Teaching and training in engineering geology related to soil mechanics. 6F, 1T, 26R
|
|
|
1976 |
13 |
3 |
p. 23-24 2 p. |
artikel |
123 |
The case of rock mechanics teaching at an Australian liberal arts university. 13R.
|
|
|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
124 |
The composition of some Australian laterites and “lateritic” gravels. 5F, 3T, 6R
|
|
|
1976 |
13 |
3 |
p. 24- 1 p. |
artikel |
125 |
The effect of carbonate slime content on construction properties of thermal power stations ashes. 4F, 2T, 5R
|
|
|
1976 |
13 |
3 |
p. 26- 1 p. |
artikel |
126 |
The fracture penetration depth of stress pulses
|
Steverding, B. |
|
1976 |
13 |
3 |
p. 75-80 6 p. |
artikel |
127 |
The harbour industrial area of Dunkirk. The geotechnical survey and main harbour substructures. In French. 2F
|
|
|
1976 |
13 |
3 |
p. 31- 1 p. |
artikel |
128 |
The interaction between classification and terminology in engineering geology and associated disciplines, particularly with relation to unconsolidated sediments. 4F, 14R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
129 |
The mechanics of dome folding in the earth crust. 4F, 10R
|
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|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
130 |
The stressed state of rock masses in a field of body forces. 4F, 6R
|
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|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
131 |
The teaching of geology at the technical university at Santander, Spain. In French.Refs.
|
|
|
1976 |
13 |
3 |
p. 23- 1 p. |
artikel |
132 |
The use of the flat jack installed in a sawcut slot in the measurement of in situ stress. 6F, 1T, 15R
|
|
|
1976 |
13 |
3 |
p. 29- 1 p. |
artikel |
133 |
The variation of rock properties with geological setting. A preliminary study of chert from SW England. 6F, 7R
|
|
|
1976 |
13 |
3 |
p. 27- 1 p. |
artikel |
134 |
Trials of a simplified method of geotechnical mapping. In French. 2F, 4R
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|
|
1976 |
13 |
3 |
p. 33- 1 p. |
artikel |
135 |
Two examples of the alterability of schistose rocks. In French. 6F, 2T, 3R
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|
|
1976 |
13 |
3 |
p. 28- 1 p. |
artikel |
136 |
Ultrasonic testing of foundation rock. 4F, 2T, 2R
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|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |
137 |
Yielding and plastic flow of sensitive cemented clay. 16F, 1T, 23R
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|
|
1976 |
13 |
3 |
p. 25- 1 p. |
artikel |