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In-situ investigations on pore pressures in soft clays
~gA
of n e i ~ u r l n ~ foundations transmitted to the structure limiting half.space is considered. Met~ds of analysis described in textbooks are discussed. The dependence of s t r e s s e s i n s o i l on p~yslcal and mechanical features and the v al u e and type o f determination o f th e s t r u c t u r e i s pointed out.
Base courses and pavements of roads, railways and airfields z8~ B~GAN,AT Some considerations in the design of asphalt c o n c r e t e pavements for cold re4[ions.Thesis .Refs. PH.D THESIS, UNIV. CALIF .BERKELEY,USA. 1972 ~333P.
on a discrete element model was undertaken. The pile was represented by elastic Joints and rigid bars and the soil by Winkler's Sprix~, I s and dashpot daz~Ing. Computer progrmm were developed to determine t h e resl~nse o f the pile and %he ~ a l frequency of the system. Tests were conducted on a small-dimension instrumented pile and the experimental results for m~ments on the beam and pile were compared %o the analytical solutions using the independently determined pile and soil properties.
Comminution of Rocks
Groundwater problems
See also abstract: 188.
286
JOHANSSON, CH SWED.DEIDNIC RES FOUND.STDCKHDLM, S P~SSDN,PA ~ED.DE~IDNIC RES ~-DUND.STOCKNOLM,S F r a ~ e n t a t i o n systems .General rel~rt.In Advances i n Pock Mechmxlcs,V.l, Psrt B.In English,French and German. IOF, IT,4AR. PROC .3RD C C ~ E S S , INT .SOC .ROCK MECH.SEPT . 1 9 7 h , D E ~ , USA.NAT ACAD.SCI.V.I. Fragmentation is considered pr1-m~ily as a technical and economical problem in l ~ e s e n t d ~ rock excavation i n t h i s re;ort. An a t t e ~ is made to give an overall picture of the well.established, sm~thly operating, conventional drilling and blasting~ or mechanical boriD6 techniques as a background to future developments.
GR0 CE, A D~IV .NAPOLI,I VIGGIANI, C UNIV .NAPOLI, I C ~ H R E S I,G UNIV.ROME, I In-situ investigations on ~ore Pressures in soft clays. Conference. Session four. 12F,6R. PROC .EIGHTH I~T.CONF.ON SOIL MECH.FOUND.~GNG. MDSCOW, 1973,V2.2,P~3-60. Two large scale in-situ investigations into the behaviour of soft, nor-~lly consolidated, ~n-sensitive clays have been performed, q~Is paper Presents the results concernIn~ l~ore-preasuree induced by I) the Insta/lation of displac~=~t type sand drains and driven piles and 2 ) by the const~Action of large embankments or other surface loads.
~9o
Drilling Experimental and numerical techniques. 287 BOLTON, MD UNIV . M A N C H ~ INST.SCI.TECHNOL.GB ~GLT~,R UNIV .MANCHEST~ INST .SCI .TECHNOL.GB HIRD, CC UNIV .MANCHEST~ INST.SCI.TECHNOL.GB Ground displacements i n centrifugal models. Conference. Session one. 8F,3T,12R. PROC.EIGHTH II~T.OONF.ON SOIL MECH.AND FOUND.~GNG. MSSCOW, 1973,V1.1,1973,P65-70. The development of model~ng with the UMIST centrifugal test facility is reviewed. Two d/fferent cases where ;roblems of m~de11~-~ the interaction between soil and the adjacent material could have made -ndel behaviour unrealistic but was found mot to have, are then discussed.
~88 BRU,JP LAB.REG.PONTS ET CHAUSSEES,BORDEAUX,F BAGUELIN, F I~.C~T.PONTS ET CHAUSSEES,PARIS,F G0blET,G LAB.REG.PONTS ET CHAUSSEES,ST.BRIENC,F Predlct~on of settlement using pressur~meter data. Oonferemce. Session two. In French. 7F,2T,13R. PROC .EIGHTH INT.OONF.ON SOIL MECH.FOUND.ENGNG. MDSOOW, 1973,VI .3,1973,P25-31. Classical methods for evaluation of settlement of foundatioms and the preasuremetar method are described. The ma~or results from nine sites studied are used to co,pare measured and calculated settlements. The validity and the practical applications of the pressuremeter method are discussed. AGARWAL,SL UNIV.ROORKEE,UITAR PRAD~H, IND Discrete el~w~,t smalysis end its experimental verification for vertical piles under dynamic lateral loads .Conference .Sessio~ three .6F,1973,P9-12. PROC.EIuEzn INT.CONF.ON SOIL MECH.AND FOUND.ENGNG, MDSOOW, 1973,V2 .I,1973,P9-12 • ~b understand the soil-structure interaction of a dyne. mica//,7 lateral/y loaded pile, an analytical study based
See also abstracts: 30t~,304.
291 OKUNEV,MS ~ V I T S K I I , SI ~dEINBLIUM,VM Thermal drill for hard rock. SOV. ~ . II/l~.SECT.3,MECH. AND G ~ A L , V25,1974,PU5-6.
SOVP-395540,
2~ TARASDV,NI ANIIREEV,VS BARGATIN,V~ Approximate calculation of the quantities of circul. ation air needed for drilling blast holes in permafrost with core drills. In Increasing the effective ness of mining industry in Yakutia.ln Russian.3R. NOVOSIBIRSK, NAUKA, 1974,P49- 53 •
Rock and soil improvement techniques Z93 NA~ZHILOV,~ BUBEEV,MZ I~0roving cohesive I n ~ p e r t i e s o f Chest~ue l o a ~ s o i l f o r l n c r e a s i ~ i t s r e s i s t a n c e %o wind e r o s i o n . In Proc.gth Int.0ongreas of q~il Scientists.In Rus. si-m,with English s,"m='y.28R. UL~N-UDE,B~ .K~IZH.12~VO, S~99.45 .TTP7.1968,P196- 210.
of n e i ~ u r l n ~ foundations transmitted to the structure limiting half.space is considered. Met~ds of analysis described in textbooks are discussed. The dependence of s t r e s s e s i n s o i l on p~yslcal and mechanical features and the v al u e and type o f determination o f th e s t r u c t u r e i s pointed out.
Base courses and pavements of roads, railways and airfields z8~ B~GAN,AT Some considerations in the design of asphalt c o n c r e t e pavements for cold re4[ions.Thesis .Refs. PH.D THESIS, UNIV. CALIF .BERKELEY,USA. 1972 ~333P.
on a discrete element model was undertaken. The pile was represented by elastic Joints and rigid bars and the soil by Winkler's Sprix~, I s and dashpot daz~Ing. Computer progrmm were developed to determine t h e resl~nse o f the pile and %he ~ a l frequency of the system. Tests were conducted on a small-dimension instrumented pile and the experimental results for m~ments on the beam and pile were compared %o the analytical solutions using the independently determined pile and soil properties.
Comminution of Rocks
Groundwater problems
See also abstract: 188.
286
JOHANSSON, CH SWED.DEIDNIC RES FOUND.STDCKHDLM, S P~SSDN,PA ~ED.DE~IDNIC RES ~-DUND.STOCKNOLM,S F r a ~ e n t a t i o n systems .General rel~rt.In Advances i n Pock Mechmxlcs,V.l, Psrt B.In English,French and German. IOF, IT,4AR. PROC .3RD C C ~ E S S , INT .SOC .ROCK MECH.SEPT . 1 9 7 h , D E ~ , USA.NAT ACAD.SCI.V.I. Fragmentation is considered pr1-m~ily as a technical and economical problem in l ~ e s e n t d ~ rock excavation i n t h i s re;ort. An a t t e ~ is made to give an overall picture of the well.established, sm~thly operating, conventional drilling and blasting~ or mechanical boriD6 techniques as a background to future developments.
GR0 CE, A D~IV .NAPOLI,I VIGGIANI, C UNIV .NAPOLI, I C ~ H R E S I,G UNIV.ROME, I In-situ investigations on ~ore Pressures in soft clays. Conference. Session four. 12F,6R. PROC .EIGHTH I~T.CONF.ON SOIL MECH.FOUND.~GNG. MDSCOW, 1973,V2.2,P~3-60. Two large scale in-situ investigations into the behaviour of soft, nor-~lly consolidated, ~n-sensitive clays have been performed, q~Is paper Presents the results concernIn~ l~ore-preasuree induced by I) the Insta/lation of displac~=~t type sand drains and driven piles and 2 ) by the const~Action of large embankments or other surface loads.
~9o
Drilling Experimental and numerical techniques. 287 BOLTON, MD UNIV . M A N C H ~ INST.SCI.TECHNOL.GB ~GLT~,R UNIV .MANCHEST~ INST .SCI .TECHNOL.GB HIRD, CC UNIV .MANCHEST~ INST.SCI.TECHNOL.GB Ground displacements i n centrifugal models. Conference. Session one. 8F,3T,12R. PROC.EIGHTH II~T.OONF.ON SOIL MECH.AND FOUND.~GNG. MSSCOW, 1973,V1.1,1973,P65-70. The development of model~ng with the UMIST centrifugal test facility is reviewed. Two d/fferent cases where ;roblems of m~de11~-~ the interaction between soil and the adjacent material could have made -ndel behaviour unrealistic but was found mot to have, are then discussed.
~88 BRU,JP LAB.REG.PONTS ET CHAUSSEES,BORDEAUX,F BAGUELIN, F I~.C~T.PONTS ET CHAUSSEES,PARIS,F G0blET,G LAB.REG.PONTS ET CHAUSSEES,ST.BRIENC,F Predlct~on of settlement using pressur~meter data. Oonferemce. Session two. In French. 7F,2T,13R. PROC .EIGHTH INT.OONF.ON SOIL MECH.FOUND.ENGNG. MDSOOW, 1973,VI .3,1973,P25-31. Classical methods for evaluation of settlement of foundatioms and the preasuremetar method are described. The ma~or results from nine sites studied are used to co,pare measured and calculated settlements. The validity and the practical applications of the pressuremeter method are discussed. AGARWAL,SL UNIV.ROORKEE,UITAR PRAD~H, IND Discrete el~w~,t smalysis end its experimental verification for vertical piles under dynamic lateral loads .Conference .Sessio~ three .6F,1973,P9-12. PROC.EIuEzn INT.CONF.ON SOIL MECH.AND FOUND.ENGNG, MDSOOW, 1973,V2 .I,1973,P9-12 • ~b understand the soil-structure interaction of a dyne. mica//,7 lateral/y loaded pile, an analytical study based
See also abstracts: 30t~,304.
291 OKUNEV,MS ~ V I T S K I I , SI ~dEINBLIUM,VM Thermal drill for hard rock. SOV. ~ . II/l~.SECT.3,MECH. AND G ~ A L , V25,1974,PU5-6.
SOVP-395540,
2~ TARASDV,NI ANIIREEV,VS BARGATIN,V~ Approximate calculation of the quantities of circul. ation air needed for drilling blast holes in permafrost with core drills. In Increasing the effective ness of mining industry in Yakutia.ln Russian.3R. NOVOSIBIRSK, NAUKA, 1974,P49- 53 •
Rock and soil improvement techniques Z93 NA~ZHILOV,~ BUBEEV,MZ I~0roving cohesive I n ~ p e r t i e s o f Chest~ue l o a ~ s o i l f o r l n c r e a s i ~ i t s r e s i s t a n c e %o wind e r o s i o n . In Proc.gth Int.0ongreas of q~il Scientists.In Rus. si-m,with English s,"m='y.28R. UL~N-UDE,B~ .K~IZH.12~VO, S~99.45 .TTP7.1968,P196- 210.