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Deformability of foundations of some Spanish dams. —Case studies
124~
Groundwater problems L22~ IGNATEV, AD Plough speed selection in relation to performance. In Russian. UGOL,V28, N12,DEC. 1973, P26-29 .
Influence of. dynamic loads due to explosions or earthquakes See also abstract: 1267.
Experimental and numerical techniques. See also abstracts: 1167,1179. 1225 JEDRZEJCZYK, J
interrelationship between the relevant soil properties and the structural design and the construction l~Oced~es teed, and (3) the numerous factors which must be considered and weighed in order to arrive at safe and economical solutions. 1230 JUSTO, ET UNIV. SEVILLE, E COLLINS I IF A note on the interpretation of Coulomb's analysis of the thrust on a rough retaining wall in terms of the limlt-theorems of plasticity theory. Discussion, stud authors reply; IF, TR. GEOI~CHNIQUE,V24, N1, MAR.1974, Pl06-108. Thls'is a discussion by E.T. Justo, of the ozlginal paper by I.F. Collins which appeared in Geotechnique, V23, N3,1973.
Embankments and embankment dams See also abstracts: i161,i184,1294.
mmZK, J WOJCIK, R Conditions of application of elastic half-space solutions to calculate rock displac~nents. In Polish. 7F, IT, 14R. ARCHIWUM GOR}TICTWA,VIO, NI, 1974, P67-79. The mathen~tical solution presented in the paper is applied to six cases of roe/< displacement measurements in the Polish mines.
1231 VASILIU, I Contribution of geophysics during inv~stig~a%ions of a rock mass for a foundation of ~ large d~:C.~r;~fress. Discussion. In French.iF. PROCEED. 2 CONGRESS, INTERN~. SOC. ROCK HECH .I~E!,G~bo>,1970 V4,1974, 633P.
1226 ENGLISIi,PJ SIMESCOL ETUDES, PARIS,F S C H O F ~ , AN UNIV. MANCHESTER, INST. SCI. TECHNOL. GP A technique of inspection and testing of thin~alled buried structures. Technical note, 3F,1T, 5R. GEOTECHNIQUE, V24, N1, MAR. 1974, P91- 92. An analysis of the test loading of a flexible pipe arch, usir~ the Sout2n
GUERREIRD,M Deformability of foundations of so~e Spsmlsh dams. -Case studies. Congress. DiscussLon. In French. 6Fo
1232
PROCEED. 2 CONGRESS,tNFERNAT. SOC. R,:),.~K MECH.I~LVGP~'D,
1970,V4,
iSq4, P634-636.
Dams other than embankment dams See also abstract: 1158.
1233 VARSHNEY,RS
YAMUNA V.~L. DE%z . ORG.DEI~C .(!N, Z %D
Dems on rocks of varying elastlcity.-Design ;~tresses in a gravity dam have been dete2nmin~l by finite element ~nalysis anff are presented. 14F,1T~/iR. I~.J.ROCK MECH.MZN. SCI.Vll, NI, 1974~ Pl-12.
Surface
structures
See also abstract: 1107. 1227 BORODAVKO, FF Uzing hydraulic excavators for stripping work in freezing weather. In Russian. C~ORNYI ZHURNAL~ NS, AUG. 1973, P27-28. [ 228
FADDEEV, BV Open pit mining in freezing weather in Canada, In Russlan~ GORNYI ZEURNAL, NS, AUG. 1973, P28- 29. ].229 TSCHEBOTARIOFF, GP Foundations, retalnlr~ and earth structures. The az~ of design and construction and its scientific basis in soll mechanics. Textbook. Figs,416R. MCGRAW-HILL, 1973,642P. The objective of this book is to illustrate by practical examples (1) the strorg element of art in all soll and foundation work, (2) the limitations imposed on the validity of rigorous mathematical solutions by the extremely complex
ia34 GRECHI~{Ch~, h~g ~ES~IN, IB Theoretical and experimental studies of the~ r ~ stresses and deformations of earth dams in wi:~ter; In Russian. 4R. MOSCOW VSESOI. NAUC. ISSI~D. INST. G IDROGEOL. IICA~C~I,LGEOL. TRUDY, V55,1973, P77-94. 1235 SHESHIN, IB Mechanical properties and thermal expansion ef frozen ground in relation to earth dam constructed in Yakutia, In Russian; 4R. MOSCOW .VSESOI. NAUC. IsSLED. INST .GIDROGEOL. INZ//EN. GEOL. TRUDY, V55,1973, P95-I01. 1236 S~MBENELLI, P ELC-ELECI~O CONSULT .MILAN, ] FAGIOLO, M ELC-ELECTRO CONb~JLT.MIIAN, I Aguada Blanca rockfill dam with metal facirg, liF, 5T, 6R. J. GEOI~CH. ENGNG. DIV. VlO0, GTI, JAN. 1974, P31-51. This 148ft (45m) high dsm with a steel facir~ is described and general data on the hydraulic Jcheme, dam, local climate and geology are given. The T~aJor design considerations in the construction of the
Groundwater problems L22~ IGNATEV, AD Plough speed selection in relation to performance. In Russian. UGOL,V28, N12,DEC. 1973, P26-29 .
Influence of. dynamic loads due to explosions or earthquakes See also abstract: 1267.
Experimental and numerical techniques. See also abstracts: 1167,1179. 1225 JEDRZEJCZYK, J
interrelationship between the relevant soil properties and the structural design and the construction l~Oced~es teed, and (3) the numerous factors which must be considered and weighed in order to arrive at safe and economical solutions. 1230 JUSTO, ET UNIV. SEVILLE, E COLLINS I IF A note on the interpretation of Coulomb's analysis of the thrust on a rough retaining wall in terms of the limlt-theorems of plasticity theory. Discussion, stud authors reply; IF, TR. GEOI~CHNIQUE,V24, N1, MAR.1974, Pl06-108. Thls'is a discussion by E.T. Justo, of the ozlginal paper by I.F. Collins which appeared in Geotechnique, V23, N3,1973.
Embankments and embankment dams See also abstracts: i161,i184,1294.
mmZK, J WOJCIK, R Conditions of application of elastic half-space solutions to calculate rock displac~nents. In Polish. 7F, IT, 14R. ARCHIWUM GOR}TICTWA,VIO, NI, 1974, P67-79. The mathen~tical solution presented in the paper is applied to six cases of roe/< displacement measurements in the Polish mines.
1231 VASILIU, I Contribution of geophysics during inv~stig~a%ions of a rock mass for a foundation of ~ large d~:C.~r;~fress. Discussion. In French.iF. PROCEED. 2 CONGRESS, INTERN~. SOC. ROCK HECH .I~E!,G~bo>,1970 V4,1974, 633P.
1226 ENGLISIi,PJ SIMESCOL ETUDES, PARIS,F S C H O F ~ , AN UNIV. MANCHESTER, INST. SCI. TECHNOL. GP A technique of inspection and testing of thin~alled buried structures. Technical note, 3F,1T, 5R. GEOTECHNIQUE, V24, N1, MAR. 1974, P91- 92. An analysis of the test loading of a flexible pipe arch, usir~ the Sout2n
GUERREIRD,M Deformability of foundations of so~e Spsmlsh dams. -Case studies. Congress. DiscussLon. In French. 6Fo
1232
PROCEED. 2 CONGRESS,tNFERNAT. SOC. R,:),.~K MECH.I~LVGP~'D,
1970,V4,
iSq4, P634-636.
Dams other than embankment dams See also abstract: 1158.
1233 VARSHNEY,RS
YAMUNA V.~L. DE%z . ORG.DEI~C .(!N, Z %D
Dems on rocks of varying elastlcity.-Design ;~tresses in a gravity dam have been dete2nmin~l by finite element ~nalysis anff are presented. 14F,1T~/iR. I~.J.ROCK MECH.MZN. SCI.Vll, NI, 1974~ Pl-12.
Surface
structures
See also abstract: 1107. 1227 BORODAVKO, FF Uzing hydraulic excavators for stripping work in freezing weather. In Russian. C~ORNYI ZHURNAL~ NS, AUG. 1973, P27-28. [ 228
FADDEEV, BV Open pit mining in freezing weather in Canada, In Russlan~ GORNYI ZEURNAL, NS, AUG. 1973, P28- 29. ].229 TSCHEBOTARIOFF, GP Foundations, retalnlr~ and earth structures. The az~ of design and construction and its scientific basis in soll mechanics. Textbook. Figs,416R. MCGRAW-HILL, 1973,642P. The objective of this book is to illustrate by practical examples (1) the strorg element of art in all soll and foundation work, (2) the limitations imposed on the validity of rigorous mathematical solutions by the extremely complex
ia34 GRECHI~{Ch~, h~g ~ES~IN, IB Theoretical and experimental studies of the~ r ~ stresses and deformations of earth dams in wi:~ter; In Russian. 4R. MOSCOW VSESOI. NAUC. ISSI~D. INST. G IDROGEOL. IICA~C~I,LGEOL. TRUDY, V55,1973, P77-94. 1235 SHESHIN, IB Mechanical properties and thermal expansion ef frozen ground in relation to earth dam constructed in Yakutia, In Russian; 4R. MOSCOW .VSESOI. NAUC. IsSLED. INST .GIDROGEOL. INZ//EN. GEOL. TRUDY, V55,1973, P95-I01. 1236 S~MBENELLI, P ELC-ELECI~O CONSULT .MILAN, ] FAGIOLO, M ELC-ELECTRO CONb~JLT.MIIAN, I Aguada Blanca rockfill dam with metal facirg, liF, 5T, 6R. J. GEOI~CH. ENGNG. DIV. VlO0, GTI, JAN. 1974, P31-51. This 148ft (45m) high dsm with a steel facir~ is described and general data on the hydraulic Jcheme, dam, local climate and geology are given. The T~aJor design considerations in the construction of the