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Probabilistic estimation of the physico-mechanical characteristics of soils. 1F, 3T, 5R
Z6~
Geomechanics Abstracts
General
depth. Rocks below coal seams were found to have higher strength values than the rocks above the s e ~ .
16~
Z693 NFALE, ER
CLAGUE,AC WYNNF~EDWARDS, HR
The geosciemces in Cansda . 1974. A status report prepared by the Canadien Geoscience Council.Figs, Tabls. PAP .GEOL.SURV. CAN. 75-6, O~A~A, 1975,51P •
Books See abstracts: 1806,1816,1855,1860,1876.
Bibliographies
MESCHYAN, SR MAIAKYAN, RP E s ~ h pressures from clay soils.Discussion.2F,SR. SOIL MECH. FOUND. ~GNG,Vll, N5, S~T.OCT. 1974, P347.349. 1699 DIDUEZ~,BI TR IFONOV.YAKOVLEV, DA Development of a practical method of solving problems of the dynamics of saturated soil. 2F,2T,11R. SOIL MECH. FOUND. ~GNG, VII, N~, JULY-AUG. 1974, P259- 265. 1700 MARGOTEV, AN
Probabilistic estimation of the physico-mechanical characteristics of soils. IF,BT,5R. SOIL MECH. FOUND. ~GNG, Vll, N4, JULY-AUG. 1974, P253 -256.
See abstract: 1875.
Conferences See also abstract: 1844.
16~ SYMPOSIUM Mine filling.Proceedings of the Jubilee Symposium. Aug.1973 .~ount Isa.Figs ,Tabls,Refs. AUSTRALAS. INST .MIN .METALL .N .W.QUE~SLAND BRANCH, 1973,282P.
Properties of rocks and soils See also abstract: 1781. 1695 CHOWDHURY, RN WOIIDNGONG UNIV, AUS Pseudo-elastic parameters of saturated snisotropic soil .IF,12R. AUST. GEOMECH. J. VG4, N1,1974, P23 -25.
16% REIN,RG SLI~CEWICH, CM Rhsological properties of frozen soils. Final report. 13R. NORMAN, UNIV. OEI~4~OMA,USA. ADA 011-459,1827-1978-FR- 1. FEB. 1975,107P.
1697 SINGH, DP SINGH, A A Study of physical properties of Singr~uli rocks. J. MINES, MEYALS, FUELS, V23, N2, FEB .1975,P102-107. Percentage core recovery, rock quality designation,den_ sity, Protodyakonov index, compressive strength and tensile strength of rocks in the Singrauli coalfield were determined. No definite relationships were found between these properties, nor with the properties and
1701 BELL, FG SH~n POLYTECH. GB The character of the coal measures. In Site investigations in areas of mining subsidence. 5F, IT,13R. NEWNES- B~±'fmTWORTHS, LONDON, 1975, P25- 39 •
Texture,structure,composition and density 1702 FUKUDA, M INOUE,M Structure of frost heaved soll and velocity of cam. l~essive waves. In Japaaese. 4R. LOW T ~ P SCI.SERIES A.PHYS.SCI.,V32,1974,P28B.286" 170B DOBROV, ~SKAIA, LB IVANOVA, TM Influemce of the c o ~ s l t i o n of coarse-elastic grouzlds on their physical and mechanical l~operties. In Russian. 4R. IN DESIGN AND CONSTRUCTION OF ROAD BEDS U N D ~ COMPLICATED GROUND CONDITIONS.TRUDY,V60,1972,PI07_128. 1704 MAZUROV, GP Combined determination of volume and total moisture content of frozem soils.iF,1T,1R. SOIL MECH.FOUND. ~GNG, VII, NS, S~T.OCT. 1974, P318_ 319.
Strength characteristics See also abstract: 1836. 17o5 SANGHA, CM UNIV. INJNDEE,S C O T I a , GB DHIR,RK Strength and deformation of rock subject to multiaxial coml~essive stresses. 5F,2T,38R. INT.J.ROCK MECH .MIN.SC I.GEOMECH .ABSTR. ,V12, N9, S~T. 1975,P277-282.
Geomechanics Abstracts
General
depth. Rocks below coal seams were found to have higher strength values than the rocks above the s e ~ .
16~
Z693 NFALE, ER
CLAGUE,AC WYNNF~EDWARDS, HR
The geosciemces in Cansda . 1974. A status report prepared by the Canadien Geoscience Council.Figs, Tabls. PAP .GEOL.SURV. CAN. 75-6, O~A~A, 1975,51P •
Books See abstracts: 1806,1816,1855,1860,1876.
Bibliographies
MESCHYAN, SR MAIAKYAN, RP E s ~ h pressures from clay soils.Discussion.2F,SR. SOIL MECH. FOUND. ~GNG,Vll, N5, S~T.OCT. 1974, P347.349. 1699 DIDUEZ~,BI TR IFONOV.YAKOVLEV, DA Development of a practical method of solving problems of the dynamics of saturated soil. 2F,2T,11R. SOIL MECH. FOUND. ~GNG, VII, N~, JULY-AUG. 1974, P259- 265. 1700 MARGOTEV, AN
Probabilistic estimation of the physico-mechanical characteristics of soils. IF,BT,5R. SOIL MECH. FOUND. ~GNG, Vll, N4, JULY-AUG. 1974, P253 -256.
See abstract: 1875.
Conferences See also abstract: 1844.
16~ SYMPOSIUM Mine filling.Proceedings of the Jubilee Symposium. Aug.1973 .~ount Isa.Figs ,Tabls,Refs. AUSTRALAS. INST .MIN .METALL .N .W.QUE~SLAND BRANCH, 1973,282P.
Properties of rocks and soils See also abstract: 1781. 1695 CHOWDHURY, RN WOIIDNGONG UNIV, AUS Pseudo-elastic parameters of saturated snisotropic soil .IF,12R. AUST. GEOMECH. J. VG4, N1,1974, P23 -25.
16% REIN,RG SLI~CEWICH, CM Rhsological properties of frozen soils. Final report. 13R. NORMAN, UNIV. OEI~4~OMA,USA. ADA 011-459,1827-1978-FR- 1. FEB. 1975,107P.
1697 SINGH, DP SINGH, A A Study of physical properties of Singr~uli rocks. J. MINES, MEYALS, FUELS, V23, N2, FEB .1975,P102-107. Percentage core recovery, rock quality designation,den_ sity, Protodyakonov index, compressive strength and tensile strength of rocks in the Singrauli coalfield were determined. No definite relationships were found between these properties, nor with the properties and
1701 BELL, FG SH~n POLYTECH. GB The character of the coal measures. In Site investigations in areas of mining subsidence. 5F, IT,13R. NEWNES- B~±'fmTWORTHS, LONDON, 1975, P25- 39 •
Texture,structure,composition and density 1702 FUKUDA, M INOUE,M Structure of frost heaved soll and velocity of cam. l~essive waves. In Japaaese. 4R. LOW T ~ P SCI.SERIES A.PHYS.SCI.,V32,1974,P28B.286" 170B DOBROV, ~SKAIA, LB IVANOVA, TM Influemce of the c o ~ s l t i o n of coarse-elastic grouzlds on their physical and mechanical l~operties. In Russian. 4R. IN DESIGN AND CONSTRUCTION OF ROAD BEDS U N D ~ COMPLICATED GROUND CONDITIONS.TRUDY,V60,1972,PI07_128. 1704 MAZUROV, GP Combined determination of volume and total moisture content of frozem soils.iF,1T,1R. SOIL MECH.FOUND. ~GNG, VII, NS, S~T.OCT. 1974, P318_ 319.
Strength characteristics See also abstract: 1836. 17o5 SANGHA, CM UNIV. INJNDEE,S C O T I a , GB DHIR,RK Strength and deformation of rock subject to multiaxial coml~essive stresses. 5F,2T,38R. INT.J.ROCK MECH .MIN.SC I.GEOMECH .ABSTR. ,V12, N9, S~T. 1975,P277-282.