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Approximate method of evaluating bearing capacity of anchored-foundation bases
32A
D e s c r i b e s a s t u d y i n which t h e phenomena i n f l u e n ~ i ~ t h e develol~nent o f l:~%terms of a k i n friction in a very long, sledder pile driven p r o g r e s s i v e l y deeper i n t o two compacted c l a y s were ~ n v e e t i g a t e d . The r a n g e o f t h e P i l e - s o i l relative stiffness was represen~atlve of the range for many ~ototype friction piles. The state of effective s~ess a l o ~ the pile was not simulated due to the r e ~ c t e i size of the model anl lack of an apparat"as to apply appropriate depthwise varisble confining pressures.
812120 I N T R ~ T I O N OF RECTANGULAR PYRAMIDAL PILEs IN HELORUSSIA Sitniko~, M A; S~ai~arov, L D; Lozovik, M A Soil Mech Found E~g~g, VI7, NI, Jan-Feb 1980, FS-10 Reparts modal and field tests on the bearing cape~ity of piles af diff~-~ng shape cross-sectlon driven into s e ~ and clay soils. 812121 ~ C T OF IMPULSIVE FORCES ON PE~YORMANCE OF HORIZONTALLY LOADED PILES Ziyazov, Y S; Kovalev, V F; Yamyahev, G S Soil Mech FOUml Emgng, VIT, NI, Jan-Feb 1980, PZI-I~ 812122 APPROXIMATE METHC~3 OF EVALUATIN~ BEARING CAPACITY OF AEEHCRED'FOUNDATION BASES Mikhailov, Y B Soll Mech Found Eng., V17, NI, Jan-Feb 19@0, P16-19 812123 DESIGN OF P~LE FOUNDATIONS OF ~ T L D I ~ S CONSTRUCTED IN SEISMIC AREAS Khanin, R E Soil Mech Found Engng, VI7, NI, Jan-Feb 1980, P20-25 812124 INVESTIGATION OF THE BEARIR~ CAPACITY OF BEDS OF FOUNDATIONS ~-~TH AN INCLINED BASE Sc~ochan, E A; Sr~rskli, A S; Tere~-T~kll, L N Soll Mech Found E ~ , VIT, ~I, Jan-Feb I~0, 812125 STRUCTURAL ~ U R ~ O N S 0~ ROCk. P R O C ~ D I ~ S OF THE I~RNATIONAL C O ~ T E ON FOUNDATIONS ON ROCk, SYDNEY, 7-9 MAY i~80. VOL i Fells, P J N (edi%~m) Rot%erdam: A A Balkema, 1980, 373P Contains the t e x t s of 3~ ~a~m-s ~ u~,m" t h e main h e e d i n g s : s i t e i n v e s t i g a ~ i o n amd rock properties, rock an=hers, pads rafts az~ e~d bearing, rock socketed piles azd piers. The papers are given sel~z~te entries in this issue. 812126 ELASTIC s~I'AL~E~T OF RIGID CIRCULAR F(XE~ATION TO A TRANSVERS~Y ISOTROPIC ROCK MASS S~ivsduraA, A P S Proc Internatlonal Conference on S T ~ t u ~ a l Four~a~ions on Rock, S ~ m ~ , 7"9 May I~80,
P23-~8. Pu%I Rotterdam: A ~ B~Ikema, 1980 Analyses the performance c~ the cable method of in slt%t ~estiDg ~y C O D S ~ the combined inner,orlon c~ a l~e~el circular ~ e ~ pla~e a~i the anchor r e g i o n . 812127 LqPROVEMEI~ OF THE ROCK FOUNI~TION OF PALAZZO VIC~R~GIO, CAG~IARI, SARDINIA Barrocu, G; CTespellani, T; Vlvanet, C Proc Inte~natio~l COnference on S~ru~tu~al Foumda~ioz~ on Rock, S ~ , 7"9 May 1980~ PLII-122. Publ Rotterdam: A A Balkema, 1980
Discusses stability (bOlting) limestone
rock mechanical properties and slope investigations and remedial measures for this 14th Century buildlmg on a hill slope.
812_128 FIFE PILE DRIVEABILITY IN THE C~RBO~TE ROCKs OF TKE S O ~ i ~ ARABIAN GULF Beake, R H; Sutcliffe, G Proc International Conference on Structural Fourdations on Rock, Sydmey, 7-9 Y ~ 1980, P133-149. Publ Rotterdam: A A B s / / ~ , 1980 Discusses the results of pile load tests and pile driveability studies. The gez~ration of rock I z ~ parameters for wave eqt%ation analysis is described. Eriveability ;redictions made are compared with l~-Oduction piling experience. 812129 FOUNDATION INVESTIGATIONS AND ~3NITORiLD OF THE MLC CENTRE TOWER, SYDNEY McMahon, M D; McMahon, B K Proc International Conference on Structural Foundations on Rock, Sydney, 7-9 Way 19@0, P!53-160. Publ Rotterdam: A A Balke~_a, 1980 Discusses: geology of site, tests on drill cores, plate b e a r i n g tests, foundation bearing pressures, design settlement analysis, monitoring cf fouzzlation settlements. 812130 FLEXURE OF A THICK CIRCULAR RAFT FOUNDATION RESTING ON AN ISOTROPIC ELASTIC MEDIUM. Selvadurai, A P S Proc International Conference on Structural Foundations on Rock, S ~ , 7-9 May 1980, P161-172. Publ Rotterdam: A A Balkema, I ~ 0 812131 FROBABILISTIC ANALYSIS OF ~ N T OF FOUNDATIONS ON ROCK Madhav, M R; Rama Krishna, K S Proc International Confer'enos on ~ u r a l Foumlations on Rock, Sydney, 7-9 May 19@0, P173-180. Publ Rotterdam: A A Balkema, 1960 812132 END ~_J~Nt} ON ROCK WITH P A R T I C ~ R~R.~NCE TO SANDSTONE PeAls, P J N; Turner, R M Prom International Conference on Structural Foum~ations on Rock, Sydney, 7-9 May I~0, P181-190. Publ Rot%erdam: A A Balkema, 1980 Briefly reviews the theory of end bearlm~ ioadi~ of rock and then ;resents the results of lab and field tests on sandstone. 812133 E D ~ ~JCLEAR POWER STATION: C~4EE'f STABILISED STRUCTURAL FOUNDATION ON ROCK Hez~ry, R w PToc Int~rnatioDal Coherence on St/ucturs/ Fou~t~o~ on Rock, S ~ y , 7"9 May !~0, P191-200. Publ Rotterdam: A A Balkema, 19@0 Discusses: subsuZTace coniltions, site response t o dymamic loading, proposed fo~mSa~ion, excavation, bedrock gL,l l ~ , soil equment re,elation-bedrock interac1~ion, bearlmg capacity, %estAng o f ~edrock s u r f a c e ~ 812134 DESIGN OF F(X/NDATIONS ON DISCONTINUOUS ROCK Kulhawy, F H; G ~ - ; R E Prom Internat~lomal C O h e r e n c e o n S t r U c t u r a l Four~h~tione on Rock, Sydney~ 7"9 May 19@0, P209-220. P ~ I Rottez~lam: ~ A Bal~*~, I ~ 0
D e s c r i b e s a s t u d y i n which t h e phenomena i n f l u e n ~ i ~ t h e develol~nent o f l:~%terms of a k i n friction in a very long, sledder pile driven p r o g r e s s i v e l y deeper i n t o two compacted c l a y s were ~ n v e e t i g a t e d . The r a n g e o f t h e P i l e - s o i l relative stiffness was represen~atlve of the range for many ~ototype friction piles. The state of effective s~ess a l o ~ the pile was not simulated due to the r e ~ c t e i size of the model anl lack of an apparat"as to apply appropriate depthwise varisble confining pressures.
812120 I N T R ~ T I O N OF RECTANGULAR PYRAMIDAL PILEs IN HELORUSSIA Sitniko~, M A; S~ai~arov, L D; Lozovik, M A Soil Mech Found E~g~g, VI7, NI, Jan-Feb 1980, FS-10 Reparts modal and field tests on the bearing cape~ity of piles af diff~-~ng shape cross-sectlon driven into s e ~ and clay soils. 812121 ~ C T OF IMPULSIVE FORCES ON PE~YORMANCE OF HORIZONTALLY LOADED PILES Ziyazov, Y S; Kovalev, V F; Yamyahev, G S Soil Mech FOUml Emgng, VIT, NI, Jan-Feb 1980, PZI-I~ 812122 APPROXIMATE METHC~3 OF EVALUATIN~ BEARING CAPACITY OF AEEHCRED'FOUNDATION BASES Mikhailov, Y B Soll Mech Found Eng., V17, NI, Jan-Feb 19@0, P16-19 812123 DESIGN OF P~LE FOUNDATIONS OF ~ T L D I ~ S CONSTRUCTED IN SEISMIC AREAS Khanin, R E Soil Mech Found Engng, VI7, NI, Jan-Feb 1980, P20-25 812124 INVESTIGATION OF THE BEARIR~ CAPACITY OF BEDS OF FOUNDATIONS ~-~TH AN INCLINED BASE Sc~ochan, E A; Sr~rskli, A S; Tere~-T~kll, L N Soll Mech Found E ~ , VIT, ~I, Jan-Feb I~0, 812125 STRUCTURAL ~ U R ~ O N S 0~ ROCk. P R O C ~ D I ~ S OF THE I~RNATIONAL C O ~ T E ON FOUNDATIONS ON ROCk, SYDNEY, 7-9 MAY i~80. VOL i Fells, P J N (edi%~m) Rot%erdam: A A Balkema, 1980, 373P Contains the t e x t s of 3~ ~a~m-s ~ u~,m" t h e main h e e d i n g s : s i t e i n v e s t i g a ~ i o n amd rock properties, rock an=hers, pads rafts az~ e~d bearing, rock socketed piles azd piers. The papers are given sel~z~te entries in this issue. 812126 ELASTIC s~I'AL~E~T OF RIGID CIRCULAR F(XE~ATION TO A TRANSVERS~Y ISOTROPIC ROCK MASS S~ivsduraA, A P S Proc Internatlonal Conference on S T ~ t u ~ a l Four~a~ions on Rock, S ~ m ~ , 7"9 May I~80,
P23-~8. Pu%I Rotterdam: A ~ B~Ikema, 1980 Analyses the performance c~ the cable method of in slt%t ~estiDg ~y C O D S ~ the combined inner,orlon c~ a l~e~el circular ~ e ~ pla~e a~i the anchor r e g i o n . 812127 LqPROVEMEI~ OF THE ROCK FOUNI~TION OF PALAZZO VIC~R~GIO, CAG~IARI, SARDINIA Barrocu, G; CTespellani, T; Vlvanet, C Proc Inte~natio~l COnference on S~ru~tu~al Foumda~ioz~ on Rock, S ~ , 7"9 May 1980~ PLII-122. Publ Rotterdam: A A Balkema, 1980
Discusses stability (bOlting) limestone
rock mechanical properties and slope investigations and remedial measures for this 14th Century buildlmg on a hill slope.
812_128 FIFE PILE DRIVEABILITY IN THE C~RBO~TE ROCKs OF TKE S O ~ i ~ ARABIAN GULF Beake, R H; Sutcliffe, G Proc International Conference on Structural Fourdations on Rock, Sydmey, 7-9 Y ~ 1980, P133-149. Publ Rotterdam: A A B s / / ~ , 1980 Discusses the results of pile load tests and pile driveability studies. The gez~ration of rock I z ~ parameters for wave eqt%ation analysis is described. Eriveability ;redictions made are compared with l~-Oduction piling experience. 812129 FOUNDATION INVESTIGATIONS AND ~3NITORiLD OF THE MLC CENTRE TOWER, SYDNEY McMahon, M D; McMahon, B K Proc International Conference on Structural Foundations on Rock, Sydney, 7-9 Way 19@0, P!53-160. Publ Rotterdam: A A Balke~_a, 1980 Discusses: geology of site, tests on drill cores, plate b e a r i n g tests, foundation bearing pressures, design settlement analysis, monitoring cf fouzzlation settlements. 812130 FLEXURE OF A THICK CIRCULAR RAFT FOUNDATION RESTING ON AN ISOTROPIC ELASTIC MEDIUM. Selvadurai, A P S Proc International Conference on Structural Foundations on Rock, S ~ , 7-9 May 1980, P161-172. Publ Rotterdam: A A Balkema, I ~ 0 812131 FROBABILISTIC ANALYSIS OF ~ N T OF FOUNDATIONS ON ROCK Madhav, M R; Rama Krishna, K S Proc International Confer'enos on ~ u r a l Foumlations on Rock, Sydney, 7-9 May 19@0, P173-180. Publ Rotterdam: A A Balkema, 1960 812132 END ~_J~Nt} ON ROCK WITH P A R T I C ~ R~R.~NCE TO SANDSTONE PeAls, P J N; Turner, R M Prom International Conference on Structural Foum~ations on Rock, Sydney, 7-9 May I~0, P181-190. Publ Rot%erdam: A A Balkema, 1980 Briefly reviews the theory of end bearlm~ ioadi~ of rock and then ;resents the results of lab and field tests on sandstone. 812133 E D ~ ~JCLEAR POWER STATION: C~4EE'f STABILISED STRUCTURAL FOUNDATION ON ROCK Hez~ry, R w PToc Int~rnatioDal Coherence on St/ucturs/ Fou~t~o~ on Rock, S ~ y , 7"9 May !~0, P191-200. Publ Rotterdam: A A Balkema, 19@0 Discusses: subsuZTace coniltions, site response t o dymamic loading, proposed fo~mSa~ion, excavation, bedrock gL,l l ~ , soil equment re,elation-bedrock interac1~ion, bearlmg capacity, %estAng o f ~edrock s u r f a c e ~ 812134 DESIGN OF F(X/NDATIONS ON DISCONTINUOUS ROCK Kulhawy, F H; G ~ - ; R E Prom Internat~lomal C O h e r e n c e o n S t r U c t u r a l Four~h~tione on Rock, Sydney~ 7"9 May 19@0, P209-220. P ~ I Rottez~lam: ~ A Bal~*~, I ~ 0