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Stress analysis of hollow cylindrical inclusions
Conferences See <[so abstracts: 1175,1176,1177,1310.
Properties of rocks and soils See also abstract: 1165. iii0 FLETCher, RC D i r e c t d e t e r m i n a t i o n o f r o c k r h e o l o g y f r o m wavelength selection in foldlmg; 1F. ANN. REP. DEPT. TERREST. MAGN. CARNEGIE INST .WASHINGTON D. C. DEC.1973, P283-285. Iiii KRIVONOGOVA, NF KAGAN, AA Engineering geological conditions in the shore regions of arctic lowlands. In Russian.lR. MERZLCC.NYE ISSLEDOV .VI3,1973, P232- 238. 1112 LIUTKC~ ql SELCKZ}i0K,VP Studying electrical properties of peat to design instruments for measuring moisture content of soils. In f~sslan;TR. MINSK. BELORUSS. I NST. MELIOR. VODNOCO KHOZIA. TRUD¥, V21, 1973, r] 92-199. lll[I ~ S T E E ¢ ~ 0 , GT PRCCOI>?)?OV,IF So~!nd-r~{rging technique of evaluazing the state of ~%ress of rock masses. In Russian. Textbook. 5R. D E ~ L O T ~ N T OF MIN.RESOURCES OF ~{E NOETH, LENINGTU~, ?,972, PI3-18.
Stresses and deformations in a h o l l ~ cylindrical inclusion anl t h e st~rounling semi-infinite medium are studied using equations derived from the theory of elasticity. Comparisons to field and laboratory measurements verify that these equations accurately predict the measured values for a wide variety of cases.
Texture,structure,composition and density See also abstracts: 1164,1298. 1117 TODD, T MIT~ CAMBRIDGE, M A S S A C H U S ~ S , USA SIMMONS, G MIT 3CAMBRIDGE, MASSACHUSETTS, USA BALDRIDGE, WS CALIF. INST. TECHNOL. PASADENA, USA Acoustic double refraction in low-porosity rocks. 3F, 1T,64R. SEISMOL. SOC. AMER. BUII .V63, N6, DEC. 1973, P2007- 2020. Shear wave propagation is discussed, both experimentally and thearetically, in the following rock types: dunites, basalts, lunar brecclas, and granites. It is indicated how labaratory data may be applied to the interpretation of the anisotropy observed in the Earth's crust and upper mantle. The possibility of elastic anisotropy in the Moon is also discussed. 1118 VNUTSEVICH, IL KORNEV, GN SUKHODREEV, VM Rheologlcal model of rock deformed by explosion cm by impact. In Russian; Textbook. DEVELOPMENT OF MIN.RESOURCES OF THE NORTH, LENING~\D, 1972, P35-38. ii19 DIAKONOVA, AA Soils of the terrace 8bore the floodplain of the Ob in the Novasibirsk reservoir region. In Russian. 2R. RASTITEL. PROIB. KHOZ. ISPOL. LEsOST. PRIOBIA. NOVOSIBIRSK; NAUf,%,.l~73, P242- 255.
ii14
1120 BRYAf~2,AH UNIV. AUCKLAND, AUS Tranmrlssion electron microscopy of clay structure.
S~.AVI'~,;. J
4F,4~.
115
GECTECHNIQUE, V24, NI, MAR. 1974, P39-44. Some aspects of the transmission electron microscopy of the structure of clays are described. The freezedrying of samples, the making of carbon replicas of surfaces and particles, and the printing of ~mierographs from. positives rather than negatives are discussed.
BAB/~, RD UNIV. BIRMINGfLAM,GB WOR%~II~GTON, I~~ UN!V. B!RMINGH744,GB Some h~Irogeophysieal properties of the Bunter Sandstone of North~est England. 18F31T,22R. GEOF#JLORATION, VII, N3, SEPT. 1973, P151-170. Tabers~ory investigations of the Bunter Sandstsne from the f'ylde area of L%ncashire have furnished msrked correlations betwe~n porosity, formation resistivity factor and seismic velocity. The dependence of inter~janulsr permeability upon these three quantities is less well defined but nevertheless highly signific-mnt. It is concluded that the relationships have a~ important ~se in geophysical studies of these aquifers, and some practical aspects of teir application are discussed. Auth.
1121 WESLEY, LD I~. COLL. SCI. TECHNOL. LONDON, GB WALLACE, KB Structural behaviour of residual soils of the continually wet highlanls of Papua, New Guinea.Discussion of paper by Wallace (Geoteehnique V23,N2,1973) and author's reply. 3F, IT, 2R. GEOTECHNIQUE, V24, NI, MAR. 1974, PI01-106. The ~riter presents results which he conclude's suggest that the properties of allophar~ and halloysite soils cannot be explained by some particular structure as Wallace has proposed. They must be attributed to the unusual characteristics of the clay minerals themselves.
NCB,MRDE, STANHOFE BEETBY, STAFFS, CB ]~elati ;nships between some physical properties of r ~ k determined by labQratory tests.-Results of a 5 yesr statlstlcsl survey are analysed and the limitations ar~ errors involved are discussed. 8F,3T, dR. INT, J. f O~( MECH.~ffI,J.SCI .VII, N2,FEB. 1974, P57-66.
ii16 DAR~ S~ BUR.MINES, SPOKANE,WASH. USA BATES, RC BUR. MINES~ SPOKANE, WASH. USA Stress analysis of hollow cylindrical inclusions. 12F; 2T, 20R. J. GEOTECH. ENGNG .DI'V.VIO0, GT2~ FEB. 197~, P123-138.
Properties of rocks and soils See also abstract: 1165. iii0 FLETCher, RC D i r e c t d e t e r m i n a t i o n o f r o c k r h e o l o g y f r o m wavelength selection in foldlmg; 1F. ANN. REP. DEPT. TERREST. MAGN. CARNEGIE INST .WASHINGTON D. C. DEC.1973, P283-285. Iiii KRIVONOGOVA, NF KAGAN, AA Engineering geological conditions in the shore regions of arctic lowlands. In Russian.lR. MERZLCC.NYE ISSLEDOV .VI3,1973, P232- 238. 1112 LIUTKC~ ql SELCKZ}i0K,VP Studying electrical properties of peat to design instruments for measuring moisture content of soils. In f~sslan;TR. MINSK. BELORUSS. I NST. MELIOR. VODNOCO KHOZIA. TRUD¥, V21, 1973, r] 92-199. lll[I ~ S T E E ¢ ~ 0 , GT PRCCOI>?)?OV,IF So~!nd-r~{rging technique of evaluazing the state of ~%ress of rock masses. In Russian. Textbook. 5R. D E ~ L O T ~ N T OF MIN.RESOURCES OF ~{E NOETH, LENINGTU~, ?,972, PI3-18.
Stresses and deformations in a h o l l ~ cylindrical inclusion anl t h e st~rounling semi-infinite medium are studied using equations derived from the theory of elasticity. Comparisons to field and laboratory measurements verify that these equations accurately predict the measured values for a wide variety of cases.
Texture,structure,composition and density See also abstracts: 1164,1298. 1117 TODD, T MIT~ CAMBRIDGE, M A S S A C H U S ~ S , USA SIMMONS, G MIT 3CAMBRIDGE, MASSACHUSETTS, USA BALDRIDGE, WS CALIF. INST. TECHNOL. PASADENA, USA Acoustic double refraction in low-porosity rocks. 3F, 1T,64R. SEISMOL. SOC. AMER. BUII .V63, N6, DEC. 1973, P2007- 2020. Shear wave propagation is discussed, both experimentally and thearetically, in the following rock types: dunites, basalts, lunar brecclas, and granites. It is indicated how labaratory data may be applied to the interpretation of the anisotropy observed in the Earth's crust and upper mantle. The possibility of elastic anisotropy in the Moon is also discussed. 1118 VNUTSEVICH, IL KORNEV, GN SUKHODREEV, VM Rheologlcal model of rock deformed by explosion cm by impact. In Russian; Textbook. DEVELOPMENT OF MIN.RESOURCES OF THE NORTH, LENING~\D, 1972, P35-38. ii19 DIAKONOVA, AA Soils of the terrace 8bore the floodplain of the Ob in the Novasibirsk reservoir region. In Russian. 2R. RASTITEL. PROIB. KHOZ. ISPOL. LEsOST. PRIOBIA. NOVOSIBIRSK; NAUf,%,.l~73, P242- 255.
ii14
1120 BRYAf~2,AH UNIV. AUCKLAND, AUS Tranmrlssion electron microscopy of clay structure.
S~.AVI'~,;. J
4F,4~.
115
GECTECHNIQUE, V24, NI, MAR. 1974, P39-44. Some aspects of the transmission electron microscopy of the structure of clays are described. The freezedrying of samples, the making of carbon replicas of surfaces and particles, and the printing of ~mierographs from. positives rather than negatives are discussed.
BAB/~, RD UNIV. BIRMINGfLAM,GB WOR%~II~GTON, I~~ UN!V. B!RMINGH744,GB Some h~Irogeophysieal properties of the Bunter Sandstone of North~est England. 18F31T,22R. GEOF#JLORATION, VII, N3, SEPT. 1973, P151-170. Tabers~ory investigations of the Bunter Sandstsne from the f'ylde area of L%ncashire have furnished msrked correlations betwe~n porosity, formation resistivity factor and seismic velocity. The dependence of inter~janulsr permeability upon these three quantities is less well defined but nevertheless highly signific-mnt. It is concluded that the relationships have a~ important ~se in geophysical studies of these aquifers, and some practical aspects of teir application are discussed. Auth.
1121 WESLEY, LD I~. COLL. SCI. TECHNOL. LONDON, GB WALLACE, KB Structural behaviour of residual soils of the continually wet highlanls of Papua, New Guinea.Discussion of paper by Wallace (Geoteehnique V23,N2,1973) and author's reply. 3F, IT, 2R. GEOTECHNIQUE, V24, NI, MAR. 1974, PI01-106. The ~riter presents results which he conclude's suggest that the properties of allophar~ and halloysite soils cannot be explained by some particular structure as Wallace has proposed. They must be attributed to the unusual characteristics of the clay minerals themselves.
NCB,MRDE, STANHOFE BEETBY, STAFFS, CB ]~elati ;nships between some physical properties of r ~ k determined by labQratory tests.-Results of a 5 yesr statlstlcsl survey are analysed and the limitations ar~ errors involved are discussed. 8F,3T, dR. INT, J. f O~( MECH.~ffI,J.SCI .VII, N2,FEB. 1974, P57-66.
ii16 DAR~ S~ BUR.MINES, SPOKANE,WASH. USA BATES, RC BUR. MINES~ SPOKANE, WASH. USA Stress analysis of hollow cylindrical inclusions. 12F; 2T, 20R. J. GEOTECH. ENGNG .DI'V.VIO0, GT2~ FEB. 197~, P123-138.