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Uplift resistance of piles in sand. Technical note
93A
SULAIMA.M, IH • S .J .BUCHANAN, BRYAN,TEXAS, USA COYLE,HM T ~ S A & M UNIV.COLL.STAT.USA Uplift resistance of piles in s ~ . Technical note. 2F,IT,~R. J .GEOTECH .E~GRG DIV .ASCE,VI02, C ~ , 1976, P559- 562 • This note describes correlations achieved for piles sub. Jecte~ to uplift loads by c o m ~ i n g computed load versus pile movement curves with the actual behaviour of the field piles.
ROB~fSON, SA Vibration testing. 6F,SR. C O N S U L T . ~ .V~0,NI, 1976,P36-39. 888 EASTWOOD,W Piles in pr~tice. - The anthor comments on the fricti~aal and er~-beerin6 loads that are actually carried by piles i~ clay-like soil. CONSJLT .~GR .VhO,Rl,1976,P~l.
889 PENMAN, AD BUILD ~RE8 .STAT .WATFORD, GB GAI/AGH~, KA BUILD .RE8.STAT .WATFORD, GB Prel~,~nsry study of a gravity fou~datlon failure.gF, IT, 16R. GROUND ~GNG,V9,N~, 1976,PI%20, ~A. The design of a ~ravi~-type foundation with a low factor of s a f e t y for an o i l prod-ctlc~ platform is described, an~ the lessons learne~ from its initial behavlour are outlined.
89~
~,RA Outline of solutions available for the ~esign of raft foundations. 5figs,Refs. CSIRO ,AUST .DIV .APPL.G E O M ~ .TECH.PA~, N25,1976,16P. An analysis of existir~ methods for the design of raft foundations is presentecl. In the main, existing methods make use of elastic half space or simplified elastic sup. porting systeam. The development of a metho~ capable of analysing cross anisotropic layered systems provides a -~-ns for a more rational analysis of raft foundations. Auth.
Slopes s~ UPADRYAY,RP The i m ~ t of working slope angles on open-pit mining economics. M.S .THESIS,UNIV .ARIZONA, USA, 1975. A pit-slope economics model is develope~ to analyze the economic impact of steepening t h e working slope angle in an open-pit mining operation. The analysis is based on the benefits and costs of the steeper slopes. The main benefits of the steeper working slopes lie in the del~el stripping of the waste, wheras the costs ere mainly d~e to the failure of pit wall. The concept of probabilities of failure is utilized to compute the cost of failure d~e to steeper slopes. Auth.
8~ RENNIE, IA
Hydraulic structures
MCDONALD, CM Piling in chalk. 6F,2R. GROUND ~G~G,V9, N3 ,APR. 1976, PI~- 18. Some problems encountered during the construction of large diameter bored cast In-situ piles at Brighton are considered.
897 PATON, J Kielder water.. A reservoir on the River North Tyne, England, is to be used with a tunnel linking the Tyne, Wear end Tees, to provide sufficient water for Northumbria. 3F,IT. CONSULT.~GR,V~0, N3,1976, P34.35.
ANON~OUS Grc~n~work at Littlebrook D. 7F,2R. G R O D ~ E~GNG,Vg, N2, MAR .1976,P30.32. ~FKHOV ICHNYI, YA GORDON,AL BIRYUKOV,AN Experience with use of ~rillageless pile four~ati~s for large-panel buil~ings. IT,~R. SOIL MECH.FOUND.~NG,VI2 N4,JUL-AUG.197~,P231-233. AUBAKIROV,AT Exper~w~tal Investigations of the dynamic charact e r i s t i c s of pile foundations. 2T,~R. SOIL ~ C H .FOUND.E~G,VI2, N4, JUL-AUG .1975, P23~- 237. The writer presents here the results of experimental i n v e s t l g a t ~ carried out at the Kazakh Pr~troinii~roekt Inatitue on existin~ p i l e found~tlc~s in loess collapsible soils, which occur widely in the seismic re, ices of the KazaY~ SSR. The moil characteristics in the test areas are presented. Auth. MYS~LIVSKII, YS KHLOPE~KII ,M~ E~perime~tal inveat~atic~ of a foundation bed on a
rind u n a e r ~
~er. 3~,7~.
SOIL MECH .FOUND. ~GNG,VI2, N~, JUI-AUG. 1975, P257.261.
~8 BASS,KT Wimbleball Reservoir. - A buttress dam 50m in height for water supply from the Exe catchment in South West England is described. 2F, IT. CONSULT .ENGR,V40, N3,1976, PS7-39.
8~ ~N3NYMOUS The deep-sea Jetty. CONSULT. ~ .V40, NI, 1976, P35 • Two very deep-water piled Jetties in Scotl~ud are clescr~'}el.
9O0 WEARE,TJ Nathem~ti~,al ~ e l a . IIF,3R. CONSUL~ .~GR .V39, NI2,1975, P37-~3 • With large scale hydra~tc investi~tions the rar~e of problems to be st~ied can be extrem~l~ wi~e, with a subs~uent nee~ for a variety of modelling methods. It i~ here that the flexibll~ty and versat£1ity of the mthe~atS.~al model may be use~ to great ~rantage. The author describes h ~ this approach wins used on three. prc~ects by the hydraullc research stat£on. Auth.
ST~¢EgS, JB Static and dynamic loading tests on shallow-buried fiexi-
SULAIMA.M, IH • S .J .BUCHANAN, BRYAN,TEXAS, USA COYLE,HM T ~ S A & M UNIV.COLL.STAT.USA Uplift resistance of piles in s ~ . Technical note. 2F,IT,~R. J .GEOTECH .E~GRG DIV .ASCE,VI02, C ~ , 1976, P559- 562 • This note describes correlations achieved for piles sub. Jecte~ to uplift loads by c o m ~ i n g computed load versus pile movement curves with the actual behaviour of the field piles.
ROB~fSON, SA Vibration testing. 6F,SR. C O N S U L T . ~ .V~0,NI, 1976,P36-39. 888 EASTWOOD,W Piles in pr~tice. - The anthor comments on the fricti~aal and er~-beerin6 loads that are actually carried by piles i~ clay-like soil. CONSJLT .~GR .VhO,Rl,1976,P~l.
889 PENMAN, AD BUILD ~RE8 .STAT .WATFORD, GB GAI/AGH~, KA BUILD .RE8.STAT .WATFORD, GB Prel~,~nsry study of a gravity fou~datlon failure.gF, IT, 16R. GROUND ~GNG,V9,N~, 1976,PI%20, ~A. The design of a ~ravi~-type foundation with a low factor of s a f e t y for an o i l prod-ctlc~ platform is described, an~ the lessons learne~ from its initial behavlour are outlined.
89~
~,RA Outline of solutions available for the ~esign of raft foundations. 5figs,Refs. CSIRO ,AUST .DIV .APPL.G E O M ~ .TECH.PA~, N25,1976,16P. An analysis of existir~ methods for the design of raft foundations is presentecl. In the main, existing methods make use of elastic half space or simplified elastic sup. porting systeam. The development of a metho~ capable of analysing cross anisotropic layered systems provides a -~-ns for a more rational analysis of raft foundations. Auth.
Slopes s~ UPADRYAY,RP The i m ~ t of working slope angles on open-pit mining economics. M.S .THESIS,UNIV .ARIZONA, USA, 1975. A pit-slope economics model is develope~ to analyze the economic impact of steepening t h e working slope angle in an open-pit mining operation. The analysis is based on the benefits and costs of the steeper slopes. The main benefits of the steeper working slopes lie in the del~el stripping of the waste, wheras the costs ere mainly d~e to the failure of pit wall. The concept of probabilities of failure is utilized to compute the cost of failure d~e to steeper slopes. Auth.
8~ RENNIE, IA
Hydraulic structures
MCDONALD, CM Piling in chalk. 6F,2R. GROUND ~G~G,V9, N3 ,APR. 1976, PI~- 18. Some problems encountered during the construction of large diameter bored cast In-situ piles at Brighton are considered.
897 PATON, J Kielder water.. A reservoir on the River North Tyne, England, is to be used with a tunnel linking the Tyne, Wear end Tees, to provide sufficient water for Northumbria. 3F,IT. CONSULT.~GR,V~0, N3,1976, P34.35.
ANON~OUS Grc~n~work at Littlebrook D. 7F,2R. G R O D ~ E~GNG,Vg, N2, MAR .1976,P30.32. ~FKHOV ICHNYI, YA GORDON,AL BIRYUKOV,AN Experience with use of ~rillageless pile four~ati~s for large-panel buil~ings. IT,~R. SOIL MECH.FOUND.~NG,VI2 N4,JUL-AUG.197~,P231-233. AUBAKIROV,AT Exper~w~tal Investigations of the dynamic charact e r i s t i c s of pile foundations. 2T,~R. SOIL ~ C H .FOUND.E~G,VI2, N4, JUL-AUG .1975, P23~- 237. The writer presents here the results of experimental i n v e s t l g a t ~ carried out at the Kazakh Pr~troinii~roekt Inatitue on existin~ p i l e found~tlc~s in loess collapsible soils, which occur widely in the seismic re, ices of the KazaY~ SSR. The moil characteristics in the test areas are presented. Auth. MYS~LIVSKII, YS KHLOPE~KII ,M~ E~perime~tal inveat~atic~ of a foundation bed on a
rind u n a e r ~
~er. 3~,7~.
SOIL MECH .FOUND. ~GNG,VI2, N~, JUI-AUG. 1975, P257.261.
~8 BASS,KT Wimbleball Reservoir. - A buttress dam 50m in height for water supply from the Exe catchment in South West England is described. 2F, IT. CONSULT .ENGR,V40, N3,1976, PS7-39.
8~ ~N3NYMOUS The deep-sea Jetty. CONSULT. ~ .V40, NI, 1976, P35 • Two very deep-water piled Jetties in Scotl~ud are clescr~'}el.
9O0 WEARE,TJ Nathem~ti~,al ~ e l a . IIF,3R. CONSUL~ .~GR .V39, NI2,1975, P37-~3 • With large scale hydra~tc investi~tions the rar~e of problems to be st~ied can be extrem~l~ wi~e, with a subs~uent nee~ for a variety of modelling methods. It i~ here that the flexibll~ty and versat£1ity of the mthe~atS.~al model may be use~ to great ~rantage. The author describes h ~ this approach wins used on three. prc~ects by the hydraullc research stat£on. Auth.
ST~¢EgS, JB Static and dynamic loading tests on shallow-buried fiexi-