APÈNDIX Nº 6. CÀLCUL DE MURS

Transcription

1 APÈNDIX Nº 6. CÀLCUL DE MURS PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL

2 APÈNDIX Nº 6. CÀLCUL DE MURS PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL

3 MURS ESCULLERA. TUNELS PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL

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5 MUR VERD. M-12.3-D PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL

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11 MUR PANTALLA PROVISIONAL DE MICROPILOTS PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL

12 CALCULOS CON EL PROGRAMA FAGUS 1

13 CALCULOS CON EL PROGRAMA RIDO. Pantalla de 12 m ***** DATA FILE NAME : MICRP12M.RIO CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m *120L U:TT* : : : : : : : : CAL(2) 8... CAL(2) : EXC(2) EXC(2) 1.5 : CAL(2) CAL(2) : STR(0) STR(0) : CAL(2) CAL(2) : EXC(2) EXC(2) 4.5 : CAL(2) CAL(2) : STR(0) STR(0) : CAL(2) CAL(2) : EXC(2) EXC(2) 7 : CAL(2) CAL(2) : STR(0) STR(0) : CAL(2) CAL(2) : EXC(2) EXC(2) 8.5 : CAL(2) CAL(2) : SUB(1) SUB(1) : CAL(2) CAL(2) : FIN FIN : GRF GRF : STOP 27STOP 2

14 ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 1 ** ** STARTING DATA ** * BOUSSINESQ SURCHARGES FUNCTION OF STATE OF SOIL *** WALL DESCRIPTION : INERTIA PRODUCT EI CYLINDRICAL RIGIDITY SECTION NB 1 FROM m TO m : 150. T.m2/m 0. T/m3 *** SOIL DESCRIPTION : LAYER NB 1 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI = FOR PASSIVE PRESS. DELTA/PHI = ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m LAYER NB 2 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI = FOR PASSIVE PRESS. DELTA/PHI = ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m LAYER NB 3 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI =

15 FOR PASSIVE PRESS. DELTA/PHI = ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 2 ** ** PHASE Nb 1 ** ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 3 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 0.00 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

16 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 0.00 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.00 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 3 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 4 ** ** PHASE Nb 2 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 5 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 1.50 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

17 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 0.26 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.04 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 3 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 6 ** 6

18 ** PHASE Nb 3 ** * INSTALLATION LEVEL OF STRUTS NO 1 LEVEL = m SPACE = m INCLINATION = DEGREES PRELOAD = T STIFFNESS = T/m BILATERAL CONNECTION ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 7 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 1.50 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

19 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 0.26 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.11 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 2 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 8 ** ** PHASE Nb 4 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 9 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 4.50 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

20 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 2.31 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 =

21 ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 10 ** ** PHASE Nb 5 ** * INSTALLATION LEVEL OF STRUTS NO 2 LEVEL = m SPACE = m INCLINATION = DEGREES PRELOAD = T STIFFNESS = T/m BILATERAL CONNECTION ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 11 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 4.50 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

22 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 2.31 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 12 ** ** PHASE Nb 6 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 13 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 7.00 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 11

23 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 8.73 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 1.15 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 =

24 MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 14 ** ** PHASE Nb 7 ** * INSTALLATION LEVEL OF STRUTS NO 3 LEVEL = m SPACE = m INCLINATION = DEGREES PRELOAD = T STIFFNESS = T/m BILATERAL CONNECTION ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 15 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 7.00 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

25 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 8.73 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 1.16 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 4 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 16 ** ** PHASE Nb 8 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 17 ** 14

26 PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 8.50 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 8.71 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 1.14 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) 15

27 INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 18 ** ** PHASE Nb 9 ** * CANCELLATION BOUSSINESQ SURCHARGE ON SOIL 1 * ADDING A BOUSSINESQ SURCHARGE ON SOIL 1 LEV. = m A = m B = m Q = T/m2 ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES H=12 m ** PAGE 19 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 8.50 m STRUTS/ WATER LEVEL: m WATER LEVEL: m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

28 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 8.78 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 1.14 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 4 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.97 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = *** END OF CALCULUS 17

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30 CALCULOS CON EL PROGRAMA RIDO. Pantalla de 8 m ***** DATA FILE NAME : micrp8m.rio CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE ALTURA *120L U:TT* : : : : : : : : : CAL(2) 9... CAL(2) : EXC(2) EXC(2) 1.5 : CAL(2) CAL(2) : STR(0) STR(0) : CAL(2) CAL(2) : EXC(2) EXC(2) 4.5 : CAL(2) CAL(2) : STR(0) STR(0) : CAL(2) CAL(2) : EXC(2) EXC(2) 5.5 : CAL(2) CAL(2) : SUB(1) SUB(1) : CAL(2) CAL(2) : FIN FIN : GRF GRF : STOP 24STOP 19

31 ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 1 ** ** STARTING DATA ** * BOUSSINESQ SURCHARGES FUNCTION OF STATE OF SOIL *** WALL DESCRIPTION : INERTIA PRODUCT EI CYLINDRICAL RIGIDITY SECTION NB 1 FROM m TO m : 150. T.m2/m 0. T/m3 *** SOIL DESCRIPTION : LAYER NB 1 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI = FOR PASSIVE PRESS. DELTA/PHI = ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m LAYER NB 2 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI = FOR PASSIVE PRESS. DELTA/PHI = ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m LAYER NB 3 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI = FOR PASSIVE PRESS. DELTA/PHI =

32 ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m LAYER NB 4 FROM m TO m : SATURATED UNIT WEIGHT GH = T/m3 SUBMERGED UNIT WEIGHT GD = T/m3 HOR. ACTIVE PRESSURE COEFFICIENT KA = HOR. AT REST PRESSURE COEFFICIENT K0 = HOR. PASSIVE PRESSURE COEFFICIENT KP = COHESION C = T/m2 ANGLE OF INTERNAL FRICTION PHI = DEGREES FOR ACTIVE PRESS. DELTA/PHI = FOR PASSIVE PRESS. DELTA/PHI = ELASTIC REACTION COEFFICIENT (AT P=0) = T/m3 INCR. OF THIS COEFF. WITH PRESSURE = /m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 2 ** ** PHASE Nb 1 ** ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 3 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 0.00 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

33 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 0.00 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.00 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 3 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 4 ** ** PHASE Nb 2 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 5 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 1.50 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

34 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 0.22 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.02 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 3 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 6 ** ** PHASE Nb 3 ** * INSTALLATION LEVEL OF STRUTS NO 1 LEVEL = m SPACE = m INCLINATION = DEGREES PRELOAD = T STIFFNESS = T/m BILATERAL CONNECTION ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 7 ** 23

35 PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 1.50 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 0.19 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.11 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 2 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 8 ** 24

36 ** PHASE Nb 4 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 9 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 4.50 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 2.20 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.32 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m 25

37 MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 10 ** ** PHASE Nb 5 ** * INSTALLATION LEVEL OF STRUTS NO 2 LEVEL = m SPACE = m INCLINATION = DEGREES PRELOAD = T STIFFNESS = T/m BILATERAL CONNECTION ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 11 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 4.50 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

38 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 2.20 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 12 ** ** PHASE Nb 6 ** * EXCAVATION IN SOIL 2 TO LEVEL = m ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 13 ** PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 5.50 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD

39 m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 2.17 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.30 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.00 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 14 ** ** PHASE Nb 7 ** * CANCELLATION BOUSSINESQ SURCHARGE ON SOIL 1 * ADDING A BOUSSINESQ SURCHARGE ON SOIL 1 LEV. = m A = m B = m Q = T/m2 ** R I D O 4.01 (C) R.F.L ** CORNELLA. PANTALLA PROVISIONAL DE MICROPILOTES DE 7,5 m DE A ** PAGE 15 ** 28

40 PHASE S O I L 1 S O I L 2 W A L L EXCAVATION: 0.00 m EXCAVATION: 5.50 m STRUTS/ WATER LEVEL: 8.50 m WATER LEVEL: 8.50 m ANCHORS CAQUOT SURC.: 0.00 T/m2 CAQUOT SURC.: 0.00 T/m2 LEVEL DISPLAC. ROTATION MOMENT CR.FO. SH LOAD STATE PRE. SURCH. ELAST. STATE PRE. SURCH. ELAST. NB LOAD m mm /1000 m.t/m T/m T/m2 T/m2 T/m2 T/m3 T/m2 T/m2 T/m3 T -1 = SEPARATION MAXIMUM DISPLACEMENT = 2.20 mm CODIFICATION : 0 = EXCAVATION OF STATE : 1 = ACTIVE PR. MAXIMUM MOMENT = 0.30 m.t/m OF SOIL : 2 = ELASTIC 3 = PASSIVE PR. ( 5 IT.) INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 1 = 0.80 T/m INTEGRATED HORIZONTAL EFFECT OF SURCHARGES ON THE SOIL 2 = 0.00 T/m MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 1 = MOBILIZED PRESSURE TO PASSIVE PRESSURE RATIO FOR SOIL NB 2 = *** END OF CALCULUS 29

41 30

42 APÈNDIX Nº 7. ABOCADORS PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL

43 ANNEX NÚM. 8. GEOLOGIA I GEOTÈCNIA APÈNDIX Nº 7 ABOCADORS Pàg ABOCADORS Per acopiar els materials excavats en la traça que no són vàlids per a la seva ús als rebliments del tram, per a l'excedent de terres procedent de l'excavació en túnel i per als enderrocs de demolicions d'obres de fàbrica i paviments, s'ha localitzat una zona d'abocador en l'entorn del embrocament sud del túnel de Fares. Les necessitats d'abocador són en total m3, la zona prevista per a l'abocament és més que suficient per cobrir aquestes necessitats. SUPERFÌCIE PARCEL LA Acumulat Ha m2 m ,790 16, ,014 27, ,350 34, , ,971 36, ,144 64,734 DEMANDA VOLUM ABOCADORS Volumen (m3) S-EST3 100,618 PROCEDÈNCIA En banc Esponjat S-EST-2 3,124 Tronc 4,355 5,139 S-EST-1 3,388 Túnel Serinyà 117, ,577 S-Selecc (2) 101,900 Túnel Fares 25,314 29,871 S-Adequat (1) 17,244 Enllaç ,148 TOTAL 226,274 Demolició Ferma 39,926 47,112 Fresatge de ferm Escarificat de ferm 3,060 3,611 Préstec. Reserves Demolició Edificacions S-SeleccIonado 350,000 Demolició passos superiors 1,795 2,118 Montera 54,000 Obres de drenatge TOTAL 194, ,234 Característiques de Altura mitra (m) 3.54 l'abocador Superficie (m2) 64,755 Altura màxima (m) 4.25 Capacitat màxima (m3) 275,120 S'ha previst com abocador la mateixa zona que la dedicada a apilaments temporals situada a uns 400 m de la boca sud del túnel de Fares, en la marge dreta de l'autovia. Aquesta zona, està dedicada actualment al cultiu agrícola, sent una zona admissible d'acord amb la classificació del territori efectuada en el ANNEX NÚM 21 MESURES CORRECTORES D IMPACTE AMBIENTAL (ver Figura 4 Classificació del territori inclosa en el citat annex). A fi de poder ser restaurat paisatgísticament, els talusos laterals de l'abocador tindran un pendent no superior a 3H:2V. D'aquesta forma es podrà aplicar sobre ells i també sobre la seva coberta, una capa de terra vegetal. Sobre tota la superfície de l'abocador es realitzarà una hidrosiembra La superfície de les finques previstes per a la seva utilització com a àrea d'abocament i la superfície acumulada assoleix els m2, que cobreix la demanda de generada per l'obra. S'ha estimat que la capacitat de l'abocador s'assoleix amb una altura de 4,25 m. La capacitat és superior a la demanda en un 20%. PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL.

44 ANNEX NÚM. 8. GEOLOGIA I GEOTÈCNIA APÈNDIX Nº 6. ABOCADORS Pàg. 2 PROJECTE CONSTRUCTIU DE MILLORA GENERAL. DESDOBLAMENT DE LA CARRETERA C-66 DE BANYOLES A BESALÚ. PK AL TRAM: CORNELLÀ DE TERRI MAIÀ DE MONTCAL.