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Design and performance of rock slope stabilisation measures in a deep excavation in the Eastern Transvaal, South Africa
122A
806219 F ~ T I O N S
OF AN ~
~ E
IN P ~ C ~ Y
DriP,CULT C O m e , O N S (~N Gm~AN) Golser, J; B ~ s ~ e c k ~ H; M~sgar~ K Proc ~th Co~ress Internatlonal Society for Rock Mechamics, Mon~reux, 2-8 Sept 1979, Vol 2, P175-180. Publ Rotterdam, A A Balkema,
1979 806220 S~(IN RESISTANCE TESTS OF M O D ~ PILES IN HARD ROCKS Nemec t J M Proc 4th Comgress International Society far Rock Mechamics, Montreux, 2-8 Sept 1979, VOI 2, 1:47~-~78. i ~ I Rotterdam, A A Bal.kema, 1979
monltQred by the TranspOrt and Road Research Laboratory f~r e h ~ e s of ~ n c l p a l ~ e s s within the soil mass, mowmments within the soil ar~ strain in the ~ I p s ~emselves.
8O6227 REIB~0RCmn EARTH ~ Q U E S IN GERMANY Grouna Engng, VI3, ~5, July 1980, P34-38 Gives three brief case studies of reinforced earth structures in southern Germaz~y. 806228 SIMPLIFIED PASSIVE EARTH PRESSURE ANALYSIS. T~mzc~ Bast~lhar, P K; Madhav, M R J Geot~eh E ~ Div ASCE, V106, NGT4, April
196o, ..~7o7~7~
Slopes
Proposes ~ simplified approach usirg the metl~c~l slices.
See also: 806043, 806081
806229 FULL-SCALE EXP]~YMENP OF A S ~ 806221 DISCUSSION - N O , RAMS FOR ESTIMATII~ COMPONENTS OF FAULT DISPLACEMENT FROM MEA~%~ED HEIGHT OF FAULT SCARP Wallace, R E Bull Ergmg Geol, Vl7, N1, 1980, P39-~5 Presents nomograms to allow the determination of actual vertical, horizomatal~ a ~ dlp-slip components of displacement on a fault from field measurements of fault scarp height, dip of fault and slope of original surface displaced.
PILE WALL
Gigan, J P Rev Fr Geotech, NS, Aug ]-979, P27-44 Reports the monitorirg of deformation, ~ e s s e s and earth pressures during construction of a retaining wall using 17m high sheet piles, 806230 F~CPER~NT#I S~TDY OF A TRENCH WA!~L ANCHORED BY FOUR R~'S OF TIE-BAC~S ( ~ FRFac~) J o s s e a t ~ H; S t e ~ , R Rev Fr Geotech, N8, Ang 1979, P51"64
806222 PROI~TION AGAINST ROCK-FALLS. ME~ODOLOGY OF SPECIFIC STUDIES. APPLICATION TO THE STUDY OF THE LA PRAZ ZONE OF THE SNCF RAILWAY LINE BETCW~OZ m'm M O D ~ E (IN FRENCH) Rochet# L Bull Liaison Lab Ponts Chaussees, Nl06, MarchApril 1980, P57-68 806223 METHOD OF THREE-DIMENSIONAL CALCULATION OF THE STABILITY OF SLOPING STRUCTURES S~apiro, D M Soil Mech FOumd Engrg, VI6, N3, May-June 1979,
P131-13~
806231 CALCUIATION OF A WALL OF AN U N D ~ R ~ STRUCTURE WITH CONSYD~ATION OF A CO~NER CUT Barbakadze, V S Soil Meah Found Engm~, VI6, N2, March-April
1979, ~ i - 8 ~
Groundwater problems 806232 SOIL-BENTOniTE SLURRY TRENCH CL~OFFS D'Appolor~a, D J J Oeoteeh ~ Div ASCE# V106, NDT4, April
1980, P399-417 806224 INFLUENCE OF PEAK SHEAR STRENGTH DETERMINATION ON THE ANALYTICAL ROCK SLOPE STABILITY Leichmitz, W; Natau, 0 Pro~ 4th C o ~ e s s ~ntermational Society for Rock Mechanics, Montreux, 2-8 Sept 1979, VOl 2, P33~-341- Publ Rotterdam, A A Balkema~ 1979 806225 DESIGN AND PERFORMANCE OF ROCK SLOPE STABILISATION MEASURES IN A DEEP EXCAVATION IN THE EASTERN TRANSVAAL, SOUTH AFRICA Lyons~ R H; Davies, P; Webb, D L Proc ~th Cor4~ess International Society far Rock Mechamics, Montreux, 2-8 Sept 1979, Vol 2, P371-378. Publ Rotterdam, A A Balkema,
1979
Earth retaining structures 806226 TESTS COULD ESTABLISH REINFORCED EARTH Dadson, J New Civ E~gr, N399, 26 June 1980, 1=27
Presents the results of various investigations made to determine the design factors relating to permeability 2 compressibility, and s t r e ~ properties of cutoff ~ i s . Thes@proparties are related to the c~nposition of the backfilJ materials amd construction meshes. Data are presented on the ability of s l ~ trench Cutoff walls to maintain their in~egrlty ~ e r the effect of l o r g ~ - ~ permeation b y various pollutants. Reccmlnendations are made for wri%Irg specifications ~ a t will ~hieve required performance at the l~est cost.
Influence of dynamic loads ~ explosions or e a r t ~ k e s
8O6233 E k ~ I M E ~ T A L DETEBMINATION OF THE COEFFICIENT OF APPARenT ADDITIONAL MASS OF SOYL FOR ~ I C A I . ~P_~RATIONS OF FOUNDATIONS La~n, S K Soil Me~-_hFourd Ergmg, V16, N3, May-June 19791
P129-131 A brief relx~rt of a project on the A3 road in Surrey, UK, where the wall perfc~mamce is to be
to
806219 F ~ T I O N S
OF AN ~
~ E
IN P ~ C ~ Y
DriP,CULT C O m e , O N S (~N Gm~AN) Golser, J; B ~ s ~ e c k ~ H; M~sgar~ K Proc ~th Co~ress Internatlonal Society for Rock Mechamics, Mon~reux, 2-8 Sept 1979, Vol 2, P175-180. Publ Rotterdam, A A Balkema,
1979 806220 S~(IN RESISTANCE TESTS OF M O D ~ PILES IN HARD ROCKS Nemec t J M Proc 4th Comgress International Society far Rock Mechamics, Montreux, 2-8 Sept 1979, VOI 2, 1:47~-~78. i ~ I Rotterdam, A A Bal.kema, 1979
monltQred by the TranspOrt and Road Research Laboratory f~r e h ~ e s of ~ n c l p a l ~ e s s within the soil mass, mowmments within the soil ar~ strain in the ~ I p s ~emselves.
8O6227 REIB~0RCmn EARTH ~ Q U E S IN GERMANY Grouna Engng, VI3, ~5, July 1980, P34-38 Gives three brief case studies of reinforced earth structures in southern Germaz~y. 806228 SIMPLIFIED PASSIVE EARTH PRESSURE ANALYSIS. T~mzc~ Bast~lhar, P K; Madhav, M R J Geot~eh E ~ Div ASCE, V106, NGT4, April
196o, ..~7o7~7~
Slopes
Proposes ~ simplified approach usirg the metl~c~l slices.
See also: 806043, 806081
806229 FULL-SCALE EXP]~YMENP OF A S ~ 806221 DISCUSSION - N O , RAMS FOR ESTIMATII~ COMPONENTS OF FAULT DISPLACEMENT FROM MEA~%~ED HEIGHT OF FAULT SCARP Wallace, R E Bull Ergmg Geol, Vl7, N1, 1980, P39-~5 Presents nomograms to allow the determination of actual vertical, horizomatal~ a ~ dlp-slip components of displacement on a fault from field measurements of fault scarp height, dip of fault and slope of original surface displaced.
PILE WALL
Gigan, J P Rev Fr Geotech, NS, Aug ]-979, P27-44 Reports the monitorirg of deformation, ~ e s s e s and earth pressures during construction of a retaining wall using 17m high sheet piles, 806230 F~CPER~NT#I S~TDY OF A TRENCH WA!~L ANCHORED BY FOUR R~'S OF TIE-BAC~S ( ~ FRFac~) J o s s e a t ~ H; S t e ~ , R Rev Fr Geotech, N8, Ang 1979, P51"64
806222 PROI~TION AGAINST ROCK-FALLS. ME~ODOLOGY OF SPECIFIC STUDIES. APPLICATION TO THE STUDY OF THE LA PRAZ ZONE OF THE SNCF RAILWAY LINE BETCW~OZ m'm M O D ~ E (IN FRENCH) Rochet# L Bull Liaison Lab Ponts Chaussees, Nl06, MarchApril 1980, P57-68 806223 METHOD OF THREE-DIMENSIONAL CALCULATION OF THE STABILITY OF SLOPING STRUCTURES S~apiro, D M Soil Mech FOumd Engrg, VI6, N3, May-June 1979,
P131-13~
806231 CALCUIATION OF A WALL OF AN U N D ~ R ~ STRUCTURE WITH CONSYD~ATION OF A CO~NER CUT Barbakadze, V S Soil Meah Found Engm~, VI6, N2, March-April
1979, ~ i - 8 ~
Groundwater problems 806232 SOIL-BENTOniTE SLURRY TRENCH CL~OFFS D'Appolor~a, D J J Oeoteeh ~ Div ASCE# V106, NDT4, April
1980, P399-417 806224 INFLUENCE OF PEAK SHEAR STRENGTH DETERMINATION ON THE ANALYTICAL ROCK SLOPE STABILITY Leichmitz, W; Natau, 0 Pro~ 4th C o ~ e s s ~ntermational Society for Rock Mechanics, Montreux, 2-8 Sept 1979, VOl 2, P33~-341- Publ Rotterdam, A A Balkema~ 1979 806225 DESIGN AND PERFORMANCE OF ROCK SLOPE STABILISATION MEASURES IN A DEEP EXCAVATION IN THE EASTERN TRANSVAAL, SOUTH AFRICA Lyons~ R H; Davies, P; Webb, D L Proc ~th Cor4~ess International Society far Rock Mechamics, Montreux, 2-8 Sept 1979, Vol 2, P371-378. Publ Rotterdam, A A Balkema,
1979
Earth retaining structures 806226 TESTS COULD ESTABLISH REINFORCED EARTH Dadson, J New Civ E~gr, N399, 26 June 1980, 1=27
Presents the results of various investigations made to determine the design factors relating to permeability 2 compressibility, and s t r e ~ properties of cutoff ~ i s . Thes@proparties are related to the c~nposition of the backfilJ materials amd construction meshes. Data are presented on the ability of s l ~ trench Cutoff walls to maintain their in~egrlty ~ e r the effect of l o r g ~ - ~ permeation b y various pollutants. Reccmlnendations are made for wri%Irg specifications ~ a t will ~hieve required performance at the l~est cost.
Influence of dynamic loads ~ explosions or e a r t ~ k e s
8O6233 E k ~ I M E ~ T A L DETEBMINATION OF THE COEFFICIENT OF APPARenT ADDITIONAL MASS OF SOYL FOR ~ I C A I . ~P_~RATIONS OF FOUNDATIONS La~n, S K Soil Me~-_hFourd Ergmg, V16, N3, May-June 19791
P129-131 A brief relx~rt of a project on the A3 road in Surrey, UK, where the wall perfc~mamce is to be
to