PLAXIS 8.x Professional version A3-2 REPORT. agosto 05, Università Politecnica delle Marche. Molo foraneo di Testata 2/51

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2 A3-2 REPORT agosto 05, 2010 User: Title: Università Politecnica delle Marche Molo foraneo di Testata 2/51

3 A3-3 Table of Contents 1. General Information Structures Material data Calculation phases Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase Results for phase /51

4 A General Information Table [1] Units Type Length Force Time Unit m kn s Table [2] Model dimensions X Y min. -35,000-4 max. 4 6,500 Table [3] Model Model Element Plane strain 6-Noded 2. Structures Table [4] Beams Plate no. Data set Length Nodes 1 HZ1080MA-12/AZ , , 1672, 1668, 1664, 1625, 1552, 1486, 1438, 1271, 1091, HZ1080MA-12/AZ , , 244, 1403, 1497, 912, 1497, 1593, 1746, 1798, 1822, Table [5] Node-to-node anchors Anchor Data set Length First node Last node no. 1 ø40/2.06m /51

5 A Material data Table [6] Soil data sets parameters Linear Elastic 4 Calcestruzzo Type Drained unsat [kn/m³] 25,00 sat [kn/m³] 25,00 k x [m/s] k y [m/s] e init [-] 0,500 c k [-] 1E15 E ref [kn/m²] ,00 [-] 0,200 G ref [kn/m²] ,333 E oed [kn/m²] ,889 E incr [kn/m²/m] 0,00 y ref R inter [-] 1,000 Interface Neutral permeability Mohr-Coulomb Strato 1 - S+G Strato 2 - G+Ciot Riempimento Strato 1 rid Type Drained Drained Drained Drained unsat [kn/m³] 19,50 19,50 19,50 19,50 sat [kn/m³] 19,50 19,50 19,50 19,50 k x [m/s] 5/51

6 A3-6 Mohr-Coulomb Strato 1 - S+G Strato 2 - G+Ciot Riempimento Strato 1 rid k y [m/s] e init [-] 0,500 0,500 0,500 0,500 c k [-] 1E15 1E15 1E15 1E15 E ref [kn/m²] [-] 0,300 0,270 0,300 0,300 G ref [kn/m²] 13461, , , ,538 E oed [kn/m²] 47115, , , ,385 c ref [kn/m²] 0,00 0,00 0,00 0,00 [ ] 34,00 38,00 34,00 28,30 [ ] 10,00 5,00 0,00 10,00 E inc [kn/m²/m] 0,00 0,00 0,00 0,00 y ref c increment [kn/m²/m] 0,00 0,00 0,00 0,00 T str. [kn/m²] 0,00 0,00 0,00 0,00 R inter. [-] 0,70 0,70 0,50 0,70 Interface Neutral Neutral Neutral Neutral permeability Mohr-Coulomb 6 Strato 2 rid 7 jet grouting 8 Massi Type Drained Drained Drained unsat [kn/m³] 19,50 20,00 19,00 sat [kn/m³] 19,50 20,00 19,00 k x [m/s] k y [m/s] e init [-] 0,500 0,500 0,500 c k [-] 1E15 1E15 1E15 6/51

7 A3-7 Mohr-Coulomb 6 Strato 2 rid 7 jet grouting 8 Massi E ref [kn/m²] [-] 0,270 0,200 0,200 G ref [kn/m²] 13779, , ,333 E oed [kn/m²] 43735, , ,556 c ref [kn/m²] 0, ,00 0,00 [ ] 32,00 0,00 45,00 [ ] 5,00 0,00 0,00 E inc [kn/m²/m] 0,00 0,00 0,00 y ref c increment [kn/m²/m] 0,00 0,00 0,00 T str. [kn/m²] 0,00 0,00 0,00 R inter. [-] 0,70 0,50 1,00 Interface Neutral Neutral Neutral permeability Table [7] Beam data sets parameters No. Identification EA EI w Mp Np [kn/m] [knm²/m] [kn/m/m] [-] [knm/m] [kn/m] 1 HZ1080MA-12/AZ ,174E6 8,485E5 1,50 0,15 1E15 1E15 Table [8] Anchor data sets parameters No. Identification EA Fmax,com p Fmax,tens L spacing 1 ø40/2.06m ,00 1E15 1E15 1,00 7/51

8 A Calculation phases Table [9] List of phases Phase Ph-No. Start phase Calculation type Load input First step Last step Initial phase Litostatiche 1 0 Plastic Total multipliers 1 7 Paratie 2 1 Plastic Staged construction 8 9 riemp Plastic Staged construction riemp Plastic Staged construction solettone+jetgrout 5 4 Plastic Staged construction SLE qp 16 5 Plastic Staged construction SLE fr cavo 22 5 Plastic Staged construction SLE fr cresta 23 5 Plastic Staged construction SLE raro cavo 6 5 Plastic Staged construction SLE raro cresta 15 5 Plastic Staged construction west+10kpa 7 5 Plastic Staged construction SLV 8 7 Plastic Total multipliers SLV+fi rid 9 8 Plastic Staged construction SLU12 cavo 17 6 Plastic Staged construction SLU12 cresta Plastic Staged construction SLU11 cavo 19 6 Plastic Staged construction SLU11 cresta Plastic Total multipliers west (SLD) Plastic Staged construction SLD Plastic Total multipliers /51

9 A Results for phase 5 Fig. 1 Plot of deformed mesh - step no: 84 - ( phase: 5 ) Fig. 2 Plot of horizontal displacements (shadings) - step no: 84 - ( phase: 5 ) 9/51

10 A3-10 Fig. 3 Total displacements in beam Extreme value 93,53*10-3 m (phase: 5) 10/51

11 A3-11 Fig. 4 Shear forces envelop in beam Extreme value -164,52 kn/m (phase: 5) Fig. 5 Bending moment envelop in beam Extreme value 681,13 kn/m/m (phase: 5) Table [10] Anchors phase no: 5 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,931 1E15 1E ,0 0 N/A 11/51

12 A Results for phase 16 Fig. 6 Plot of deformed mesh - step no: ( phase: 16 ) Fig. 7 Plot of horizontal displacements (shadings) 12/51

13 A step no: ( phase: 16 ) Fig. 8 Total displacements in beam Extreme value 114,09*10-3 m (phase: 16) 13/51

14 A3-14 Fig. 9 Shear forces envelop in beam Extreme value -167,24 kn/m (phase: 16) Fig. 10 Bending moment envelop in beam Extreme value 702,77 kn/m/m (phase: 16) Table [11] Anchors phase no: 16 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,932 1E15 1E ,0 0 N/A 14/51

15 A Results for phase 22 Fig. 11 Plot of deformed mesh - step no: ( phase: 22 ) Fig. 12 Plot of horizontal displacements (shadings) 15/51

16 A step no: ( phase: 22 ) Fig. 13 Total displacements in beam Extreme value 136,95*10-3 m (phase: 22) 16/51

17 A3-17 Fig. 14 Shear forces envelop in beam Extreme value -168,65 kn/m (phase: 22) Fig. 15 Bending moment envelop in beam Extreme value 734,27 kn/m/m (phase: 22) Table [12] Anchors phase no: 22 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,997 1E15 1E ,0 0 N/A 17/51

18 A Results for phase 23 Fig. 16 Plot of deformed mesh - step no: ( phase: 23 ) Fig. 17 Plot of horizontal displacements (shadings) - step no: ( phase: 23 ) 18/51

19 A3-19 Fig. 18 Total displacements in beam Extreme value 64,50*10-3 m (phase: 23) 19/51

20 A3-20 Fig. 19 Shear forces envelop in beam Extreme value -164,84 kn/m (phase: 23) Fig. 20 Bending moment envelop in beam Extreme value 681,13 kn/m/m (phase: 23) Table [13] Anchors phase no: 23 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,542 1E15 1E ,0 0 N/A 20/51

21 A Results for phase 6 Fig. 21 Plot of deformed mesh - step no: ( phase: 6 ) Fig. 22 Plot of horizontal displacements (shadings) 21/51

22 A step no: ( phase: 6 ) Fig. 23 Total displacements in beam Extreme value 293,62*10-3 m (phase: 6) 22/51

23 A3-23 Fig. 24 Shear forces envelop in beam Extreme value -307,29 kn/m (phase: 6) Fig. 25 Bending moment envelop in beam Extreme value 1,24*10 3 kn/m/m (phase: 6) Table [14] Anchors phase no: 6 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,424 1E15 1E ,0 0 N/A 23/51

24 A Results for phase 15 Fig. 26 Plot of deformed mesh - step no: ( phase: 15 ) Fig. 27 Plot of horizontal displacements (shadings) 24/51

25 A step no: ( phase: 15 ) Fig. 28 Total displacements in beam -3 Extreme value 148,59*10 m (phase: 15) 25/51

26 A3-26 Fig. 29 Shear forces envelop in beam Extreme value 234,34 kn/m (phase: 15) Fig. 30 Bending moment envelop in beam Extreme value 1,24*10 3 kn/m/m (phase: 15) Table [15] Anchors phase no: 15 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,387 1E15 1E ,0 0 N/A /51

27 A Results for phase 8 Fig. 31 Plot of deformed mesh - step no: ( phase: 8 ) Fig. 32 Plot of horizontal displacements (shadings) - step no: ( phase: 8 ) 27/51

28 A3-28 Fig. 33 Total displacements in beam -3 Extreme value 628,61*10 m (phase: 8) 28/51

29 A3-29 Fig. 34 Shear forces envelop in beam Extreme value 253,12 kn/m (phase: 8) Fig. 35 Bending moment envelop in beam Extreme value -1,29*10 3 kn/m/m (phase: 8) Table [16] Anchors phase no: 8 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,665 1E15 1E ,0 0 N/A /51

30 A Results for phase 9 Fig. 36 Plot of deformed mesh - step no: ( phase: 9 ) Fig. 37 Plot of horizontal displacements (shadings) 30/51

31 A step no: ( phase: 9 ) Fig. 38 Total displacements in beam Extreme value 2,65 m (phase: 9) 31/51

32 A3-32 Fig. 39 Shear forces envelop in beam Extreme value -783,00 kn/m (phase: 9) Fig. 40 Bending moment envelop in beam Extreme value -2,45*10 3 kn/m/m (phase: 9) Table [17] Anchors phase no: 9 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,536 1E15 1E ,0 0 N/A 1834 Qmax [kn/m] 209,246 M min [knm/m] Table of beam force envelops phase no: 9 PORTA SIDE BEAM Node no x-coord. y-coord. 1,500 Nmin [kn/m] -145,377 Nmax [kn/m] Qmin [kn/m] -2,581 M max [knm/m] 32/51

33 A3-33 Node no x-coord. y-coord. 1,150 0,400 Nmin [kn/m] -145, , , ,027 Nmax [kn/m] Qmin [kn/m] -2,623-2, , ,468 Qmax [kn/m] 209, ,133 0,207 0,207 M min [knm/m] -0,911-1,836-1,836-74,140 M max [knm/m] 73, , ,433 15, ,250-0,500-0, , , , , , , , , , ,640 0,207 0,207 0,207 0,207 0, , , , , ,045 0,165 0,165 0,217 0,269 0, ,250-2,000-2,000-2, , , , , , , , ,521 0,207 0,207 0,207 0, , , , ,335 0,424 0,579 0,579 0, ,684-2,684-3,115-3,546-3,546-4, , , , , , , , , , , , ,608 0,207 0,207 0,207 0,207 0,207 0, , , , , , ,617 0,720 0,720 0,809 0,898 0,898 1, ,632-4,632-5,316-6,000-6, , , , , ,084 11, , , , , ,814-56,795 0,207 0,207 0,207 0, , , , , , ,626 1,123 1,123 1,264 1,406 1, ,667-7,333-7,333-8, , , , , , , , ,190-44,655-32,632-24,403-15,197 83,354 63, , , , , , ,339 1,544 1,681 1,681 1, ,667-8,667-9, , , , , , , , , , , , , ,358-9,734-4,165-2,490-0, , , , , , , , , , , , ,960 1,957 1,957 2,095 2,233 2,233 2, ,250-11,250-11,875-12,500-12, , , , , , , , , , ,080-0, , , , , , , , , , ,161 2,491 2,491 2,620 2,750 2, ,250-14,000-14,000-14, , , , , , , , ,909-1,064-4,062-3,595-2, , , , , , , , ,204 2,150 1,358 1,358 0, ,500-15,500-16, , , , , , ,296-2,728-2,912-1, , ,173 99, , , ,427 33/51

34 A3-34 Node no x-coord. y-coord. -17,000-17,000-17,750-1 Nmin [kn/m] -363, , , ,507 Nmax [kn/m] 448, , , ,510 Qmin [kn/m] -2,091-3,431-23,374-43,523 Qmax [kn/m] 74,794 64,914 46,653 29,172 M min [knm/m] -221, , , ,026 M max [knm/m] 21, , , , , , , , , , , , ,377-57,094-90, , , ,815 34,079 23,403 14,288 16,026 10, , , , , ,155 21,561 8, ,407-21,407-22,111-22, , , , , , , , ,854-79,578-95,660-90,827-92,707 4,753 4,708 4,977 5, , , , , ,815-23,519-24,222-24,222-24,900-25, , , , , , , , , , , ,345-89,403-66,958-45,248-70,256-35,337-1,943 5,474 5,488 7,439 7,117 12,116 40, , , , , , ,099 0,005 0,005 0,384 0, ,578-26,256-26,933-26,933-27, , , , , , , , , , ,896-31,811-9,998-0,246-4,527-0,548 24,921 50,144 77,482 62,292 99, , , , , ,117 0,674 0,922 1,056 1,056 0, ,289-28,289-28,967-29, , , , , , , , ,509-0,986-0,826-0,515-0, , , , , , , , ,781 0,529 0,529 0, ,644-30,322-31, , , , , , ,315-1, , , , , , , , , , , , ,433 Max: Min: Table of beam force envelops phase no: 9 SEA SIDE BEAM Node no. x-coord. y-coord. Nmin [kn/m] N max [kn/m] Q min [kn/m] Qmax [kn/m] Mmin Mmax [knm/m] [knm/m] ,667-2,333-2,000-4, , , , ,298-0,183-0,183-0,183-0, , , , , , , ,835-0,654 0,593 0,532 0, ,333-2,667-27,025-26, , , ,183-0, , , , , ,581 0, ,534 0, , ,425 34/51

35 Node no x-coord. y-coord. -25,700-28,350-27,688 A3-35 Nmin [kn/m] - N max [kn/m] Q min [kn/m] -271,311 Qmax [kn/m] 214, , ,942 Mmin [knm/m] -0,003 Mmax [knm/m] 1564, , ,178-0,030-0,018-0, , , , , ,025-29,675-29,013-28,350-31, , , , , , , ,338-29, , ,022-0, , , , , ,902 6,492 11,919 32, ,000-17, ,500-16, , , , , , , , , ,977 3,789 4,327 9,720 20,547 1, , , , , , , , , , , ,000-14,000-14,750-15,500-12, , , , , , , , , , ,012 3,711 44,813 30,199 15,585 57, ,400-16,763-38, ,957-2, , , , , , ,333-14,000-11,333-12,000-12, , , , , , , ,588-82,224-99, ,965 47,741 37,574 77,782 68,454 59,127-6,305-16,763-2,240-2,362-2, , , , , , ,667-11,333-21,425-20, , , , ,233-62,624-81, , ,220 96,786 87,542 78,298 45,038 33,398-1,996-2,118-2, , , , , , , ,850-22,138-21,425-24, , , , , ,756 23,362 70,989 45,638 34, , , , , , , , , ,563-22,850-25,700-24,988-24, , , , , ,713 82,303 68, , , , , , , , , ,333-6,667-6, , , ,502-0,183-0,183-0, , , ,970-1,508 1,386 1,264-0, ,941-0, , , , , , , ,085 35/51

36 Node no A3-36 x-coord. y-coord. Nmin [kn/m] -8, ,465-8, ,604-7, ,380 N max [kn/m] Q min [kn/m] -18,311-9,017-3,809 Qmax [kn/m] 112, , ,988 Mmin Mmax [knm/m] [knm/m] 1,752 1,630 1, ,333-8,667-6,000-5, , , , , ,287-42,152-30,609-21,629-0,183-0,183 96, , , , ,591-1,996 1,874 1,752 1,264 1, ,000-1,250-0,875-0,500-2, , , , , ,406-0,183-0,183-0,183-0,183-0, , , , , , , , , ,835 0,898 0,394 0,326 0,257 0, ,625-1,250-0,500-0, , , , , ,677-0,183-0,183-0,183-0,183-0, , , , , , , , , , ,510 0,463 0,394 0,257 0,211 0, , , , ,314 0,472-0,207-0,207-0, , , , , ,236 0,165 0, ,314-0, , , ,286 Max: Min: 36/51

37 A Results for phase 17 Fig. 41 Plot of deformed mesh - step no: ( phase: 17 ) Fig. 42 Plot of horizontal displacements (shadings) - step no: ( phase: 17 ) 37/51

38 A3-38 Fig. 43 Total displacements in beam -3 Extreme value 587,12*10 m (phase: 17) Fig. 44 Shear forces envelop in beam 38/51

39 A3-39 Extreme value -365,12 kn/m (phase: 17) Fig. 45 Bending moment envelop in beam 3 Extreme value 1,79*10 kn/m/m (phase: 17) Table [18] Anchors phase no: 17 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,740 1E15 1E ,0 0 N/A /51

40 A Results for phase 18 Fig. 46 Plot of deformed mesh - step no: ( phase: 18 ) Fig. 47 Plot of horizontal displacements (shadings) - step no: ( phase: 18 ) 40/51

41 A3-41 Fig. 48 Total displacements in beam -3 Extreme value 353,35*10 m (phase: 18) 41/51

42 A3-42 Fig. 49 Shear forces envelop in beam Extreme value 312,62 kn/m (phase: 18) Fig. 50 Bending moment envelop in beam Extreme value 1,79*10 3 kn/m/m (phase: 18) Table [19] Anchors phase no: 18 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,324 1E15 1E ,0 0 N/A /51

43 A Results for phase 19 Fig. 51 Plot of deformed mesh - step no: ( phase: 19 ) Fig. 52 Plot of horizontal displacements (shadings) - step no: ( phase: 19 ) 43/51

44 A3-44 Fig. 53 Total displacements in beam -3 Extreme value 351,78*10 m (phase: 19) 44/51

45 A3-45 Fig. 54 Shear forces envelop in beam Extreme value -345,59 kn/m (phase: 19) Fig. 55 Bending moment envelop in beam Extreme value 1,44*10 3 kn/m/m (phase: 19) Table [20] Anchors phase no: 19 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,827 1E15 1E ,0 0 N/A /51

46 A Results for phase 20 Fig. 56 Plot of deformed mesh - step no: ( phase: 20 ) Fig. 57 Plot of horizontal displacements (shadings) - step no: ( phase: 20 ) 46/51

47 A3-47 Fig. 58 Total displacements in beam -3 Extreme value 207,11*10 m (phase: 20) 47/51

48 A3-48 Fig. 59 Shear forces envelop in beam Extreme value 276,74 kn/m (phase: 20) Fig. 60 Bending moment envelop in beam Extreme value 1,46*103 kn/m/m (phase: 20) Table [21] Anchors phase no: 20 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,967 1E15 1E ,0 0 N/A /51

49 A Results for phase 24 Fig. 61 Plot of deformed mesh - step no: ( phase: 24 ) Fig. 62 Plot of horizontal displacements (shadings) 49/51

50 A step no: ( phase: 24 ) Fig. 63 Total displacements in beam -3 Extreme value 183,72*10 m (phase: 24) 50/51

51 A3-51 Fig. 64 Shear forces envelop in beam Extreme value -168,89 kn/m (phase: 24) Fig. 65 Bending moment envelop in beam Extreme value 702,77 kn/m/m (phase: 24) Table [22] Anchors phase no: 24 Anchor no. 1 Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [ ] ,769 1E15 1E ,0 0 N/A /51

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