no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A consideration on the coefficient of earth pressure at rest in clayey soils. In Japanese. 6F, 16R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
2 |
A conspectus of aggregate strength and the relevance of this factor as the basis a physical classification of crushed rock aggregate. Conference. 6F, 1T, 7R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
3 |
A field trial of the reinforcing effect of a stone column in soil. 12F, 5R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
4 |
Aguada Blanca rockfill dam with metal facing. Closure of discussion of original paper. J. Geotech. Engng Div. V100, GT1, 1974
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
5 |
A method for determining the total stresses in solid rock from the disturbance to the stress field near a borehole with a deformeter. 1F, 3R
|
|
|
1975 |
12 |
10 |
p. 143- 1 p. |
article |
6 |
A model of the fracture of a slightly porous material under compression or tension. 5F, 2T, 28R
|
|
|
1975 |
12 |
10 |
p. 138- 1 p. |
article |
7 |
Analysis of the behaviour of Edward Hyatt power plant. 10F, 4T, 16R
|
|
|
1975 |
12 |
10 |
p. 143- 1 p. |
article |
8 |
Analysis of the stability of mine workings subjected to large deformation. Textbook. In Russian
|
|
|
1975 |
12 |
10 |
p. 143- 1 p. |
article |
9 |
An experimental investigation of the cutting of chalk marl of the Stoilensk deposit. 2F, 3R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
10 |
An introduction to fifty years of tunnelling. 2F
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
11 |
Anisotropic elastic deformations in laboratory tests on undisturbed London clay. 8F, 5T, 18R
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
12 |
Apparent volume and shear strength of consolidated submerged sediments. 7F, 5T, 5R
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
13 |
Application of centrifugal model tests in connection with studies of flow patterns of contaminated water in soil structures. 2F
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
14 |
Approximate method of calculation for thermal insulation of mine workings in permafrost. 2F, 4R
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
15 |
A sand-urea material for model-making in rock pressure research. 2F, 3R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
16 |
A study of the stress-strain-time behaviour of saturated clays based on a theory of nonlinear viscoelasticity 11F, 4T, 22R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
17 |
Behaviour of bored piles in sand. Discussion of paper by F.T. Tauma and L.C. Reese J. Geotech. Engng Div. V100, GT7, 1974. 2T
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
18 |
Behaviour of compacted soil in tension. Discussions of paper by A.V. Gopala Krishnayya, Z. Eisenstein and N.R. Morgenstern, J. Geotech. Engng Div. V100, GT9, 1974, 3F, 3R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
19 |
Boring in slate for bridge foundations. 2F
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
20 |
Boundary conditions, anisotropy and sample shape effects on the stress-strain behaviour of sand in triaxial compression and plane strain. 16F, 1T, 22R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
21 |
Boundary wedges in two-dimensional passive soil failure. 15, 2T, 15R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
22 |
Building structures supported by stabilized ground. 7F, 1T, 8R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
23 |
Caisson evaluation by stress wave propagation method. 15F, 18R
|
|
|
1975 |
12 |
10 |
p. 145-146 2 p. |
article |
24 |
Calculation of rock displacement during working of stratified ore deposits. 2F, 3R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
25 |
Carrying capacity of arch-shaped supports of steel, concrete and prefabricated reinforced concrete elements. In German. 2F, 2T, 4R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
26 |
Caving of roof rocks during working of gently sloping coal seams with mechanized OMKTM systems. 3F
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
27 |
Centrifugal testing applied to bearing capacity problems of footings on sand. Technical note. 8F, 1T, 13R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
28 |
Compacting loess soils in the USSR. 7R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
29 |
Compaction of hydraulically placed fills. Closure of discussion of original paper, J. Geotech. Engng Div. V99, GT11, 1973. 1R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
30 |
Consolidation of soils by vertical drain wells with finite permeability. 8F, 3R
|
|
|
1975 |
12 |
10 |
p. 148-149 2 p. |
article |
31 |
Constitutive equation for normally consolidated clay. 36R
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
32 |
Constrained and shear moduli for finite elements
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
33 |
Control of strata movement around face engs. 5F, 1T, 6R
|
|
|
1975 |
12 |
10 |
p. 143- 1 p. |
article |
34 |
Creep of a clay during shear and its rheological model 15F, 2T, 32R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
35 |
Cubical triaxial tests on cohesionless soil. Closure of discussion of original paper, J. Geotech. Engng Div. V99, GT10, 1973
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
36 |
Cyclic loading liquefaction of gravelly soils. 11F, 1T 12R
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
37 |
Deformation of solid rock when a concentrated charge is exploded, with allowance for the screeining surface. 4F, 1T, 20R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
38 |
Deformations near rapture surfaces in flowing sand. Techical note. 6F, 1T, 12R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
39 |
Determination of parameters for driving drifts crosswise into the worked-out area. 3F, 1T, 3R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
40 |
Diamond drilling at Altamont, Utah. 7F, 2T, 3R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
41 |
Differential piezometer probee for an in situ measurement of sea-floor pore-pressure
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
42 |
Discussion
|
Ramana, Y.V. |
|
1975 |
12 |
10 |
p. 325- 1 p. |
article |
43 |
Driven piles resistant to frost heave. In Russian
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
44 |
Dynamic triaxial and simple shear behaviour of sand. 14F, 2T, 24R
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
45 |
Effect of catalyst in soil-resin stabilization. 2F, 8R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
46 |
Effect of interface continuity on pavement movements. Technical note. 4F, 8R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
47 |
Embankments on soft and sensitive clay foundation. 19F, 1T, 14R
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
48 |
Engineering geology and site investigation. Part two-field studies. 6F, 4T, 3R. Gr
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
49 |
Errors in simulating excavations in elastic media by finite elements. Discussion of paper by J.T. Christian and I.H. Wong, Soils and Foundations, V.13, N.1, 1973. 2F, 2T
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
50 |
Evaluation of bulkhead and excavation bracing failures. 10F, 3R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
51 |
Evaluation strength indexes of rock materials by means of the irregular lump test. Conference. 4F, 3T, 9R
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
52 |
Expansion of a gas cavity in loosening medium with dry friction. 3F, 1T, 4R.
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
53 |
Experimental assessment of stresses in a coal seam with roof control by support on chocks and stowage 1F, 2R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
54 |
Exploration geochemistry in the appalachians
|
|
|
1975 |
12 |
10 |
p. 326- 1 p. |
article |
55 |
Factors affecting the control of borehole angle in straight and directional wells. 20F, 1T, 9R
|
|
|
1975 |
12 |
10 |
p. 150- 1 p. |
article |
56 |
Field testing to evaluate stone column performance in a seismic area. 8F, 7R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
57 |
Fifty-year highlights of tunnelling equipment. 3F, 16R
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
58 |
Finite element analysis of the surface deformation due to uniform loading on a layer of Gibson soil resting on a smooth rigid base. Technical note. 4F, 1T, 3R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
59 |
Forecasting deforamtion of bearing ground beneath buildings on gravel beds. In Russian
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
60 |
Geomechanics classification of rock masses and its application in tunnelling. Conference. 2F, 6T, 5R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
61 |
Geostructural, geophysical and geomechanical schemes of rock masses. Conference. 4F, 4T, 6R
|
|
|
1975 |
12 |
10 |
p. 138- 1 p. |
article |
62 |
Geotechnical subjects in civil engineering undergraduate courses. — Some impressions of an informal meeting of teachers. 1F
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
63 |
Ground stability in surface coal mines. 22F, 13R
|
|
|
1975 |
12 |
10 |
p. 144-145 2 p. |
article |
64 |
Half-century of USBR arch dam construction. 9F, 1T
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
65 |
H-bearing piles in limestone and clay shales. Discussion of paper by W.D. Ashton and P.H. Schwartz. J. Geotech. Engng Div. V.100, GT7, 1974
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
66 |
Landslides and countermeasurs. Textbook. In Russian. 13R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
67 |
Large-scale model test of drilled pier in sand. 6F, 4T, 32R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
68 |
Lateral earth pressure analysis using relevant soil modulus. 5F, 8R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
69 |
Lateral stresses in sands during cyclic loading Technical note. 3F, 4R
|
|
|
1975 |
12 |
10 |
p. 138- 1 p. |
article |
70 |
Liquefaction and cyclic mobility of saturated sands. 11F, 1T, 2OR
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
71 |
Liquefaction under cyclic loading. 12F, 29R
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
72 |
Manual for general construction work. Foundations and bases. Textbook. In Russian. 55R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
73 |
Mechanical properties of soils and the laboratory techniiques for their determination, allowing for transient effects. Textbook. In Russian. 72R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
74 |
Methods of modelling in engineering geology and geo-engineering. Conference. 4F, 4R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
75 |
Mica dam embankment stress analysis. 8F, 2T, 15R
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
76 |
Modelling of soil densification by vibroflotation. Technical note. 2F, 10R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
77 |
Monitoring forces on rock cutting tools. 4F, 3R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
78 |
New apparatus for consolidation by electro-osmosis. Technical note. 4F, 18R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
79 |
New concepts in consolidation and settlement analysis. Discussion of paper by J. Lowe, J. Geotech. Engng Div. V100, GT6, 1975
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
80 |
New design procedure for stability of soft clays. Discussion of paper by C.C. Ladd and R. Foot, J. Geotech. Engng Div. V100, N7, 1974. 2F, 5R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
81 |
Numerical design-analysis for piles in sand. Discussion of paper by C.S. Desai, J. Geotech. Engng Div. V100, GT6, 1974. 1F, 2R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
82 |
On radio science techniques for remote sensing. In Proc. Symp. Approaches to Earth Survey Problems through Use of Space Techniques, May 1973, Constana F.R.G. 26R
|
|
|
1975 |
12 |
10 |
p. 150- 1 p. |
article |
83 |
Passive resistance of inclined anchors in sand technical note. 1F, 4R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
84 |
Past and future of construction equipment. Part one
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
85 |
Performance of an embankment supported by stone columns in soft ground. 12F, 3R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
86 |
Photoelastic analysis of a cofferdam. 22F, 1T, 16R
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
87 |
Plane deformation of a thin plastic layer. 4F, 3R
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
88 |
Planning and design of large rock construction projects as affected by rock mechanics observation methods. Conference. In German. 12F. 2T, 11R
|
|
|
1975 |
12 |
10 |
p. 143- 1 p. |
article |
89 |
Planning and performing compaction grouting. Discussion of paper by J. Warner and D.R. Brown, J. Geotech. Engng Div. V100, GT6, 1974, 3R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
90 |
Plate-load testing as a method of assessing the In-situ strength properties of Western Canadian coal
|
Couetdic, J.M. |
|
1975 |
12 |
10 |
p. 303-310 8 p. |
article |
91 |
Polymer materials and their use for modelling inelastic problems. 5F, 1T, 16R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
92 |
Polynomial solutions of elastic layer problems. Discussion of paper by N. I. Robinson, Soils and Foundations. V13, N1, 1973. 2F, 2T, 4R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
93 |
Precise formula for calculating strength of peat. In Russian
|
|
|
1975 |
12 |
10 |
p. 138- 1 p. |
article |
94 |
Preventing landslides on mountain slopes. In Russian
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
95 |
Priorities for basic research on permafrost
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
96 |
Probabilistic approach to design of embankments. 19F, 6T, 13R
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
97 |
Problems of shaft-sinking. 2F, 4R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
98 |
Proposal for the basic description and classification of the rock mass for general technical purposes. Conference. In German. 1T, 3R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
99 |
Protecting buildings against ground-borne vibration. 4F
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
100 |
Reducing the destructive action of an explosion. 11R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
101 |
Repeated load triaxial testing of a silty clay. 22F, 3T, 26R
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
102 |
Response of axially loaded piles. Technical note. 2F, 3R
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
103 |
Review of expansive soils. Discussion of paper by G. J. Gromko, J. Geotech. Engng Div. V100, GT6 4R
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
104 |
Review of expansive soils. Discussions of paper by G.J. Gromko, J. Geotech. Engng Div. V100, GT6, 1974
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
105 |
Review of expansive soils. Discussions of paper by G.J. Gromko, J. Geotech. EngngDiv. V100, GT6, 1974
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
106 |
Review of expansive soils. Discussions of paper by T.H. Wu, J. Geotech. Engng Div. V100, GT3, 1974
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
107 |
Rock anchors-state of the art. Part one-design. 18F, 19T, 14R
|
|
|
1975 |
12 |
10 |
p. 148- 1 p. |
article |
108 |
Rock mass investigation in depth. Relaibility of different methods for drill hole investigations Conference. 5F, 1T, 3R
|
|
|
1975 |
12 |
10 |
p. 150- 1 p. |
article |
109 |
Rock mechanics in salt formations. In German. Textbook. 75F, 16T, 129R
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
110 |
Rock piercing test, a base for an international classification with regard to their destructibility. Conference. In French. 9F, 25R
|
|
|
1975 |
12 |
10 |
p. 141- 1 p. |
article |
111 |
Sanitary landfill settlement rates. 7F, 2T, 8R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
112 |
Seepage through opening in cutoff wall under weir. 4F, 7R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
113 |
Settlement of a thick bed of normally consolidated uniform clay. Technical note. 4F, 4R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
114 |
Settlement of building on pile foundation in sand. Discussion of paper by R.M. Koerner and A. Partos, J. Geotech. Engng Div. V100, GT3, 1974, 1F, 2R
|
|
|
1975 |
12 |
10 |
p. 145- 1 p. |
article |
115 |
Settlement of buried loaded areas in normally consolidated clay deposits. 7F, 4R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
116 |
Settlement of sand under multidirectional shearing. 15F, 1T, 21R
|
|
|
1975 |
12 |
10 |
p. 140- 1 p. |
article |
117 |
Shaft-sinking at Boulby mine. 3F
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
118 |
Soil compaction by impact. 4F, 2T, 13R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
119 |
Soil deformation by subsidence of the ground water. In German. 7F
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
120 |
Soil deformations near cantilever sheet pile walls. 21F, 24R
|
|
|
1975 |
12 |
10 |
p. 146- 1 p. |
article |
121 |
Soil mechanics and plasticity analysis of strain softening. 9F, 19R
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
122 |
Soil structure and methods of studying it. In Russian
|
|
|
1975 |
12 |
10 |
p. 138- 1 p. |
article |
123 |
Soil-structure interaction analyses for seismic response. 12F, 13R
|
|
|
1975 |
12 |
10 |
p. 142- 1 p. |
article |
124 |
Some applications of prestressing in foundation construction. 8F, 24R
|
|
|
1975 |
12 |
10 |
p. 147- 1 p. |
article |
125 |
Some applications of the vibro-replacement process. 4F, 1T, 5R
|
|
|
1975 |
12 |
10 |
p. 149- 1 p. |
article |
126 |
Some critical considerations on the deformation and failure of rock samples in the laboratory. Conference. 9F
|
|
|
1975 |
12 |
10 |
p. 139- 1 p. |
article |
127 |
Some effects of macroscopic flaws on dynamic fracture patterns near a pressure-driven fracture
|
Hanson, M.E. |
|
1975 |
12 |
10 |
p. 311-323 13 p. |
article |
128 |
Some properties of the Gault clay from the Ely-Ouse Essex water tunnel. 13F. 9T, 23R
|
|
|
1975 |
12 |
10 |
p. 137- 1 p. |
article |
129 |
Special shaft-sinking techniques for tunnellers. Textbook. In Russian. 14R
|
|
|
1975 |
12 |
10 |
p. 144- 1 p. |
article |
130 |
Steel fibres in gunite, an appraisal.- Some evaluation trials using steel wire fibre reinforced gunite are described
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1975 |
12 |
10 |
p. 148- 1 p. |
article |
131 |
Strains developed in two rockfill dams during construction. 8F, 13R
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1975 |
12 |
10 |
p. 145- 1 p. |
article |
132 |
Strength and classification of laminar surfaces of weakness in carbonaceous rocks of the Kuzbass. 3T, 3R
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1975 |
12 |
10 |
p. 138- 1 p. |
article |
133 |
Stress analysis of hollow cylindrical inclusions Closure of discussion of original paper, J. Geotech. Engng Div. V100, GT2, 1974
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1975 |
12 |
10 |
p. 141- 1 p. |
article |
134 |
Stresses in the linings of non-circular tunnels due to groundwater pressure. 1F, 5R
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1975 |
12 |
10 |
p. 143- 1 p. |
article |
135 |
Stress-path dependent deformation moduli of clay. 8F, 10R
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1975 |
12 |
10 |
p. 139- 1 p. |
article |
136 |
Stress-strain relationships of clays based on the mobilized plane. 16F, 11R
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1975 |
12 |
10 |
p. 138- 1 p. |
article |
137 |
Stress-strain relationships of sands based on the mobilized plane. 19F, 12R
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1975 |
12 |
10 |
p. 137-138 2 p. |
article |
138 |
Stress-strain-strength model for soils. 9F, 33R
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1975 |
12 |
10 |
p. 138- 1 p. |
article |
139 |
Studying the stability of mining excavations in permafrost. Textbook. In Russian. Refs.
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1975 |
12 |
10 |
p. 144- 1 p. |
article |
140 |
Temporary excavations in varved clay. 15F, 1T, 21R
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1975 |
12 |
10 |
p. 144- 1 p. |
article |
141 |
The application of geophysical methods in the exploration and development of sandstone aquifers. 15F, 3T, 39R
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1975 |
12 |
10 |
p. 142- 1 p. |
article |
142 |
The automatic mapping of isovalues — a simple algorithm in Fortran IV. In French
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1975 |
12 |
10 |
p. 141- 1 p. |
article |
143 |
The circular tunnel in elastic ground. 3F, 13R
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1975 |
12 |
10 |
p. 143- 1 p. |
article |
144 |
The classification and description of near-shore carbonate sediments for engineering purposes. Technical note. 5F, 8R
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1975 |
12 |
10 |
p. 141- 1 p. |
article |
145 |
The close-range zone in rock balsting. 5F, 1T, 6R
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1975 |
12 |
10 |
p. 148- 1 p. |
article |
146 |
The fundamental principles of sampling and the accuracy of the results in determinations of the grain size composition of rock spoil. 7R
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1975 |
12 |
10 |
p. 150- 1 p. |
article |
147 |
The influence of a strong electric field on the growth of a crack . 1F, 16R
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1975 |
12 |
10 |
p. 138- 1 p. |
article |
148 |
The influence of the state of stress in a bank on the action of an explosive charge. 3F, 6R
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1975 |
12 |
10 |
p. 148- 1 p. |
article |
149 |
The influence of the type of thickening agent on the properties and effectiveness of water-gel explosives. 3F, 3T, 6R
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1975 |
12 |
10 |
p. 148- 1 p. |
article |
150 |
The influence of water on some rock properties conference . 5F, 8R
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1975 |
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10 |
p. 138- 1 p. |
article |
151 |
The numerical solution of certain dynamic crack propagation problems
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Swan, G. |
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1975 |
12 |
10 |
p. 295-302 8 p. |
article |
152 |
Theoretical and practical aspects of dynamic consolidation. 13F, 3R
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1975 |
12 |
10 |
p. 140- 1 p. |
article |
153 |
The role of ground improvement in foundation engineering. 5F, 1T, 7R
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1975 |
12 |
10 |
p. 148- 1 p. |
article |
154 |
The settlement of a foundation on Gibson soil of the second kind. 1F, 4R
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1975 |
12 |
10 |
p. 146- 1 p. |
article |
155 |
The stress distribution in the abutment pressure zone according to the results of field measurements. 4F
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1975 |
12 |
10 |
p. 144- 1 p. |
article |
156 |
The use of the standard penetration test in classifying rocks. Conference. 5FT, 2T, 2R
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1975 |
12 |
10 |
p. 141- 1 p. |
article |
157 |
Three-dimensional finite element analysis of vertically loaded pile groups. 21F, 15R
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1975 |
12 |
10 |
p. 146- 1 p. |
article |
158 |
Two inexpensive tools for logging drill core
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1975 |
12 |
10 |
p. 150- 1 p. |
article |
159 |
Undrained behaviour of overconsolidated saturated clays during shear. 19R
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1975 |
12 |
10 |
p. 139- 1 p. |
article |
160 |
Use of the SSKS-3 high-speed camera to study breakage and movement of a medium by an explosion. 6F, 5R
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1975 |
12 |
10 |
p. 150- 1 p. |
article |
161 |
Using variational methods in three dimensional slope stability problems. In Russian. 4R
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1975 |
12 |
10 |
p. 147- 1 p. |
article |
162 |
Water level recorder monitoring system
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1975 |
12 |
10 |
p. 142- 1 p. |
article |
163 |
Weathering and its relation to mechanical properties of granite. Conference. 14F, 6R
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1975 |
12 |
10 |
p. 141- 1 p. |
article |
164 |
Yielding of sand in triaxial compression. 19F, 4R
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1975 |
12 |
10 |
p. 139- 1 p. |
article |