General geotechnical considerations and limit equilibrium analysis in the planning of dam foundations (in German)

General geotechnical considerations and limit equilibrium analysis in the planning of dam foundations (in German)

120A 5km as embankment material. Sand drains were used f~r radial drainage amd as relief wells to speed the consolidation and s t r e ~ e n i m g of ...

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120A

5km as embankment material. Sand drains were used f~r radial drainage amd as relief wells to speed the consolidation and s t r e ~ e n i m g of the uPper levels of the clay, prier to final embankmerit constriction. Foundation perfc~mar2e was evaluated and strongish increases measured. The embamkments are perfc~mimg satisfactorily, but they experienced l~.rge initial settlements duriDg constr~.~ti on.

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Ms, man, J P; Mieussens, C Bull Liaison l~b Ponts Chaussees, ~_D6~ MarchApril 1980 , F79-90 Discusses s~te selection, gives details of suitable instrumentation schemes and considers the interpretation of resttlts. 806!8~ EFPE~INENT.&L DETERMINATION OF THE NATURAL ~ E S S U R E IN EYDRAULTC FILL BY M~LNS OF A PRESSL~E GAi~}E Kustc~, V P; Ruppeneit, K V Soil Mech Foumd Emgmg, V15, NS, Sept-Oct 1978, P323-327 Reports borehole tests using a pressure gauge on an emBamkment constructed from hydraulic fill. 806185 N2~i APPRO&CH TO ~ EVALUATION OF THE S~fRENCJI~ OF CONCRETE CONS%~gUCTION CONTACT WITH THE ROCK FO[rNDATYON Baslavsky, J A; Frid, S A Proc 4th Comgress Internatlonsl Society for Rock Mechanics, V.,ontre~, 2-8 Sept 1979, Vol 2, F25-28. Puhl Rotterdam, A A B~Ikama~

I~9 Relates to concrete dam construction. 806]86 STATISTICAL CLASSIFICATION OF SEIS~I_C ~_~SURES AND D~M DESIGN (IN Wq~E.~) Bertrand, Y; Lakshmanan, J; Retie, J Proc ~th Congress International Society far Rock ~echanics, Montreux, 2-8 Sept 1979, Vol 2, P35-40.. Publ Rotterdam, A A Balke~,

i~9 Reports an ~nalysis of seismic data on 89 dams founded on granite and schi~%, bas@d on depths of 1500 amd 3000 ~ s and ultimate velocities. The data are applied to 2 examples. 806187 GENEP~L GEOTECIJANICAL CONSlD~ATIONS AND LIMIT E~YlLIBRIL~d ANALYSIS IN ~ I~.~NNING O}~ DAM FOUndATIONS (IN GERMAN) Fecker, E; b~uller-Sal.zburg~ L; Reik, G Proc ~th Cor~ress Interr~tional Society for Rock Mechanics, Morfare~, 2-8 Sept 1979, Vol 2, P131-140. Publ Rotterdam, A A Balkema,

1~9 806188 YI.~VEL-.~TIGATTONSl~FfO TEE ~ { A ~ [ f ~ OF THE FA!LUR~ OF CONCEETE DAMS ROCK FOLFNDATIONS AND THEIR STA~ILIT"f ANALYSIS Fishman, Y A Pr~c 4th Comgress Interma+~io~sl Society for Rock Mechanics, MonA~eux, 2-8 SePt 1979, Vol 2, PlI~7-152. Publ Rotterdam, A A Balkmna,

1979

806189 M E A ~ E N T OF RO~( DF2ORMATION IN ~NE ABUi~4ENTS OF AN ~ C H D~24 Gitldici, S Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol 2, P167-173. Publ Rotterdam, A A B a ! k ~ , 197,9 806190 STABILIZATION ~ THE INGURI ARCH DAM ROCK FOUNDatIONS Mgalobelov, Y B; Lomov, I E Proc 4*~h Co~4~ess International Society for Rock Mechanics, Mon~reux, 2-8 Sept 1979, Vol 2, ~33-~38. Pdbi Rotterdam, A A Balkema, 1979 806191 STATIC-GEOMECHANICAL ~K~D~ OF THE RIDRACDLI APiSH-GRAVITY D~M Oberti, G; F~nag~_lli, E Proc ~th C o ~ ' e s s Internation%l Society for Rock Meahanics, Montreux, 2-8 Sept 1979, Vol 2, P~39-~96. ~ i Rotterdam, A A BaLkems,

].97,9 806192 DiM SITE I~.~IEST!GATION IN S09~f ROCKS OF PE~/~CE RIVER VAT/~"Y, ~LBEFTA Saint Simon, P G R; Solymar, Z V; ~cmpson, w J Proc 4th C o ~ r e s s International Society for ROck Mechanics, Montreux, 2-8 SePt 1979, Vol 2, I~53-560. Pub]. Rotterdam, A A Balkema, 1979 806193 INVTSTIGATIONS OF ROCKS FOUNDATIONS FOR DESIGN OF KIGH CONC'RET~ DAMS (IN FRENCH) Sapegulne, D D; Khrap/~ov, A A; Ch-iriaev, ~ A Proc 4th Comgress International Societ~ for Rock Mechanics, Montreux~ 2-8 Sept 1.979, Vol 2, P573-579. PublRotterdam, A A Balkema,

?.9~9 806194 DISTINGUISHING FF~TURES OF D ~ t % T I O N DEVELOPL~9~T IN THE FOUNDATL!ON OF ~ INGURI ARCH DAM Sav~ch, A I; Koptev~ V [; llJln, M M Proc 4th Congress Ir~ernatio~l Society far Rock Meehaniesl M~rfcrettx, 2-8 Sept 197,.9, Vol 2, P~85-588. l~bl Rotterdam, A A Balkema,

1979 Discusses seismic and ultrasorzle wave velocity measurements on %2~e dam foundation during construction and reservoir filling.

Foundations See also: 806233, 806253 806195 PP~"DICTI~ PILE D R ~ B I ~ I T Y : KEATHEP AS AN II.LUSTRATiON OF ~ "FRICTION FATIGUe" THEORY Heere~a, E P Ground Ergng, VI3, h~, &~ril 1980, P15-20 Discusses t/le predictions at the North Sea Heather Platfc~m based on the ase~ml~ion that skin friction in clay is grsdus/ly lost alone the pile shaft as drlvir~ proceeds. 806196 EARTH. P~ES~WJRE EXPERIMENTS ON DIA-~r~GM WALLS Rottp W; Veder s C Ground Er~mg, VI3, N3, April 1980. P35-36