REPORT. Table of Contents. agosto 05, Università Politecnica delle Marche. Banchina di riva A4-2
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2 A4-2 REPORT agosto 05, 2010 User: Title: Università Politecnica delle Marche Banchina di riva Table of Contents 1. General Information 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 /35
3 A General Information Table [1] Units Type Length Force Time Unit m kn s Table [2] Model dimensions X Y min. -30,000-28,000 max. 30,000 2,500 Table [3] Model Model Element Plane strain 6-Noded 3/35
4 A Material data Table [4] Soil data sets parameters Linear Elastic 2 Type Drained unsat [kn/m³] 25,00 sat [kn/m³] 25,00 k x [m/s] 0,000 k y [m/s] 0,000 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 [m] 0,000 R inter [-] 1,000 Interface Neutral Mohr-Coulomb Type Drained Drained Drained unsat [kn/m³] 19,50 19,00 19,50 sat [kn/m³] 19,50 19,00 19,50 k x [m/s] 0,000 0,000 0,000 k y [m/s] 0,000 0,000 0,000 e init [-] 0,500 0,500 0,500 c k [-] 1E15 1E15 1E15 E ref [kn/m²] 30000, , ,000 [-] 0,280 0,200 0,280 G ref [kn/m²] 11718, , ,750 E oed [kn/m²] 38352, , ,273 c ref [kn/m²] 0,00 0,00 0,00 [ ] 38,00 45,00 32,00 [ ] 5,00 0,00 5,00 E inc [kn/m²/m] 0,00 0,00 0,00 y ref [m] 0,000 0,000 0,000 c increment [kn/m²/m] 0,00 0,00 0,00 T str. [kn/m²] 0,00 0,00 0,00 R inter. [-] 0,50 1,00 0,50 Interface Neutral Neutral Neutral 4/35
5 A4-5 Table [5] Beam data sets parameters No. Identification EA EI w Mp Np [kn/m] [knm²/m] [kn/m/m] [-] [knm/m] [kn/m] 1 pali /6.20m 1,788E6 3,26E5 0,00 0,15 1E15 1E15 2 HZ1080M A-12/AZ ,174E6 8,485E5 0,00 0,15 1E15 1E15 Table [6] Geotextile data sets parameters No. Identification EA [kn/m] [-] 1 6tr+20cm/2.1m ,00 0,00 Table [7] Anchor data sets parameters No. Identification EA Fmax,com p Fmax,tens L spacing [kn] [kn] [kn] [m] 1 6trefoli/2.1m 81800,00 1E15 1E15 1,00 2 pali /6.2m ,00 1E15 1E15 1,00 3. Calculation phases Table [8] List of phases Phase Ph-No. Start Calculation type Load input First step Last step Initial phase palancola+pali 1 0 Plastic Staged construction 1 2 scavo cella 2 1 Plastic Staged construction 3 29 cella 3 2 Plastic Staged construction tirante p=300kn 4 3 Plastic Staged construction scavo -9m 5 4 Plastic Staged construction SLE 6 5 Plastic Staged construction Q=40kPa+bitta10 west+10kpa 7 6 Plastic Staged construction SLV 8 7 Plastic Total multipliers SLV+fhi rid 9 8 Plastic Staged construction SLU11 Q=46kPa 10 5 Plastic Staged construction SLU12 Q=52kPa Plastic Staged construction Q=40kPa+westS LD 12 6 Plastic Staged construction /35
6 A4-6 Phase Ph-No. Start Calculation type Load input First step Last step SLD Plastic Total multipliers fhi reduction 14 6 Phi/c reduction Incremental multipliers /35
7 A Results for phase 5 Fig. 1 Plot of deformed mesh - step no: 55 - ( phase: 5 ) Fig. 2 Plot of horizontal displacements (shadings) 7/35
8 A4-8 - step no: 55 - ( phase: 5 ) Fig. 3 Total displacements in beam (plate no: 1) Extreme value 19,39*10-3 m (phase: 5) 8/35
9 A4-9 Fig. 4 Shear forces in beam (plate no: 1) Extreme value 321,13 kn/m (phase: 5) Fig. 5 Bending moments in beam (plate no: 1) 9/35
10 A4-10 Extreme value 353,94 knm/m (phase: 5) Table [9] Anchors phase no: 5 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] ,500-2,000-69,353 1E15 1E , 00 N/A 3, ,000-9, ,621 1E15 1E , 00 N/A 7, ,500 2, ,309 1E15 1E ,00 N/A 19, ,508-6,485 10/35
11 A Results for phase 6 Fig. 6 Plot of deformed mesh - step no: 75 - ( phase: 6 ) Fig. 7 Plot of horizontal displacements (shadings) 11/35
12 A step no: 75 - ( phase: 6 ) Fig. 8 Total displacements in beam (plate no: 1) Extreme value 37,01*10-3 m (phase: 6) 12/35
13 A4-13 Fig. 9 Shear forces in beam (plate no: 1) Extreme value 692,27 kn/m (phase: 6) Fig. 10 Bending moments in beam (plate no: 1) Extreme value 681,70 knm/m (phase: 6) Table [10] Anchors phase no: 6 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] ,500-2, ,345 1E15 1E , 00 N/A 3, ,000-9, ,789 1E15 1E , 00 N/A 7, ,500 2, ,537 1E15 1E ,00 N/A 19, ,508-6,485 13/35
14 A Results for phase 8 Fig. 11 Plot of deformed mesh - step no: ( phase: 8 ) Fig. 12 Plot of horizontal displacements (shadings) - step no: ( phase: 8 ) 14/35
15 A4-15 Fig. 13 Total displacements in beam (plate no: 1) Extreme value 132,06*10-3 m (phase: 8) 15/35
16 A4-16 Fig. 14 Shear forces in beam (plate no: 1) Extreme value 1,16*10 3 kn/m (phase: 8) Fig. 15 Bending moments in beam (plate no: 1) Extreme value 1,18*10 3 knm/m (phase: 8) Table [11] Anchors phase no: 8 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] ,500-2, ,893 1E15 1E , 00 N/A 3, ,000-9, ,587 1E15 1E , 00 N/A 7, ,500 2, ,598 1E15 1E ,00 N/A 19, ,508-6,485 16/35
17 A /35
18 A Results for phase 9 Fig. 16 Plot of deformed mesh - step no: ( phase: 9 ) Fig. 17 Plot of horizontal displacements (shadings) - step no: ( phase: 9 ) 18/35
19 A4-19 Fig. 18 Total displacements in beam (plate no: 1) Extreme value 179,35*10-3 m (phase: 9) 19/35
20 A4-20 Fig. 19 Shear forces in beam (plate no: 1) Extreme value 1,56*10 3 kn/m (phase: 9) Fig. 20 Bending moments in beam (plate no: 1) Extreme value 1,61*10 3 knm/m (phase: 9) Table [12] Anchors phase no: 9 Anchor Node x-coord. y-coord. F Fmax,co Fmax,te EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] , ,853 1E15 1E , N/A 3, , ,752 1E15 1E , N/A 7, ,500 2, ,057 1E15 1E ,00 N/A 19,235 Table of beam force envelops phase no: 9 Node x-coord. y-coord. N min N max Q min Q max M min M max no. [m] [m] [kn/m] [kn/m] [kn/m] [kn/m] [knm/m] [knm/m] ,000 1, ,957 23,565-22, , ,358 24, ,000 1, ,221 14,297-18, ,800-91,014 10, ,000 2,500 0,000 22,515-14,287 86,842 0,000 0, ,000-8, ,644 73, ,472 11,654-50, ,000-7, ,213 68, ,961 13,659-57, ,000-7, ,783 64, ,450 15,664-64, ,000-7, ,845 64, ,954 15,531-64, ,000-6, ,825 60, ,158 16,742-72, ,000-6, ,806 56, ,770 17,954-81, ,000-6, ,859 56, ,225 18,187-81, ,000-5, ,486 53,641-87,107 16,857-90,055 20/35
21 A4-21 Node x-coord. y-coord. N min N max Q min Q max M min M max no. [m] [m] [kn/m] [kn/m] [kn/m] [kn/m] [knm/m] [knm/m] ,000-5, ,112 50,389-66,988 16,977-98, ,000-5, ,083 50,270-67,668 16,273-98, ,000-4, ,213 47,769-48,398 13, , ,000-4, ,344 45,268-36,431 18, , ,000-4, ,346 45,358-36,438 18, , ,000-3, ,800 43,265-26,159 34, , ,000-3, ,255 41,172-16,985 50, , ,000-3, ,791 42,573-19,947 49, , ,000-2, ,641 39,027-32,890 62,922-89, ,000-2, ,490 35,672-45,833 76,751-71, ,000-2, ,689 0,007-75, ,917-71, ,000-1, ,072 0,007-44, , ,740 44, ,000-1, ,455 0,008-27, , ,974 28, ,000-1, ,116 0,006-32, , ,974 28, ,000-0, ,500 0,004-25, , ,849 18, ,000 0, ,885 0,002-17,475 98, ,945 12, ,000 0, ,986 0,005-18,774 99, ,945 12, ,000 0, ,832 3,370-9, , ,675 22, ,000 1, ,677 40,304-5, , ,358 24, ,000-9, ,022 79, ,260 7, ,574 41, ,000-8, ,776 76, ,884 9,780-45, ,000-8, ,530 73, ,509 11,610-50, ,000-18, ,085 48,739-24,604 44,404 0,000 0, ,000-17, ,352 52,677 0,000 87,680-5,170 33, ,000-17, ,618 56,615 0, ,956 0,000 87, ,000-17, ,250 57,268 0, ,108 0,000 87, ,000-16, ,418 62,250 0, ,659 0, , ,000-16, ,585 67,327 0, ,211 0, , ,000-16, ,405 67,369 0, ,901 0, , ,000-15, ,912 71,095 0, ,400 0, , ,000-15, ,419 75,027-0, ,774 0, , ,000-15, ,581 75,022-0, ,634 0, , ,000-14, ,948 77,829-0,774 66,839 0, , ,000-14, ,315 80,725-4,254 49,393 0, , ,000-14, ,393 80,722-6,479 49,777 0, , ,000-13, ,827 82,615-90,842 22,561-0, , ,000-13, ,261 84, ,206 8,331-1, , ,000-13, ,767 84, ,361 8,271-1, , ,000-12, ,140 85, ,265 4,946-2, , ,000-12, ,512 86, ,168 5,102-4, , ,000-12, ,435 86, ,852 5,179-4, , ,000-11, ,346 86, ,101 5, , , ,000-11, ,257 86, ,350 4, , , ,000-11, ,099 86, ,789 4, , , ,000-10, ,578 85, ,348 5, ,998 46, , ,058 83, ,216 5, ,561 34,313 21/35
22 A4-22 Node x-coord. y-coord. N min N max Q min Q max M min M max no. [m] [m] [kn/m] [kn/m] [kn/m] [kn/m] [knm/m] [knm/m] , ,484 83, ,015 5, ,561 34, ,000-9, ,712 81, ,014 6, ,657 37, ,000-9, ,939 79, ,032 7, ,574 41,115 Max: 0,000 86,489 0, ,917 0, ,994 Min: -670,885 0, ,350 0,000-0,000 22/35
23 A Results for phase 10 Fig. 21 Plot of deformed mesh - step no: ( phase: 10 ) Fig. 22 Plot of horizontal displacements (shadings) - step no: ( phase: 10 ) 23/35
24 A4-24 Fig. 23 Total displacements in beam (plate no: 1) Extreme value 41,03*10-3 m (phase: 10) 24/35
25 A4-25 Fig. 24 Shear forces in beam (plate no: 1) Extreme value 754,10 kn/m (phase: 10) Fig. 25 Bending moments in beam (plate no: 1) Extreme value 740,09 knm/m (phase: 10) Table [13] Anchors phase no: 10 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] ,500-2, ,641 1E15 1E , 00 N/A 3, ,000-9, ,098 1E15 1E , 00 N/A 7, ,500 2, ,588 1E15 1E ,00 N/A 19, ,508-6,485 25/35
26 A /35
27 A Results for phase 11 Fig. 26 Plot of deformed mesh - step no: ( phase: 11 ) Fig. 27 Plot of horizontal displacements (shadings) - step no: ( phase: 11 ) 27/35
28 A4-28 Fig. 28 Total displacements in beam (plate no: 1) Extreme value 78,06*10-3 m (phase: 11) Fig. 29 Shear forces in beam (plate no: 1) 28/35
29 A4-29 Extreme value 1,17*10 3 kn/m (phase: 11) Fig. 30 Bending moments in beam (plate no: 1) Extreme value 1,15*10 3 knm/m (phase: 11) Table [14] Anchors phase no: 11 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] ,500-2, ,856 1E15 1E , 00 N/A 3, ,000-9, ,410 1E15 1E , 00 N/A 7, ,500 2, ,466 1E15 1E ,00 N/A 19, ,508-6,485 29/35
30 A Results for phase 13 Fig. 31 Plot of deformed mesh - step no: ( phase: 13 ) Fig. 32 Plot of horizontal displacements (shadings) - step no: ( phase: 13 ) 30/35
31 A4-31 Fig. 33 Total displacements in beam (plate no: 1) Extreme value 65,15*10-3 m (phase: 13) Fig. 34 Shear forces in beam (plate no: 1) 31/35
32 A4-32 Extreme value 898,76 kn/m (phase: 13) Fig. 35 Bending moments in beam (plate no: 1) Extreme value 890,70 knm/m (phase: 13) Table [15] Anchors phase no: 13 Anchor no. Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] ,500-2, ,681 1E15 1E , 00 N/A 3, ,000-9, ,383 1E15 1E , 00 N/A 7, ,500 2, ,401 1E15 1E ,00 N/A 19, ,508-6,485 32/35
33 A Results for phase 14 Fig. 36 Plot of deformed mesh - step no: ( phase: 14 ) Fig. 37 Plot of horizontal displacements (shadings) - step no: ( phase: 14 ) 33/35
34 PLAXIS 8.x Professional version A4-34 Fig. 38 Total displacements in beam (plate no: 1) Extreme value 1,26 m (phase: 14) Fig. 39 Shear forces in beam (plate no: 1) 34/35
35 PLAXIS 8.x Professional version A4-35 Extreme value 4,15*103 kn/m (phase: 14) Fig. 40 Bending moments in beam (plate no: 1) 3 Extreme value 4,37*10 knm/m (phase: 14) Table [16] Anchors phase no: 14 Anchor no Node x-coord. y-coord. F Fmax,co mp Fmax,te ns EA Rotation Le [m] [m] [kn] [kn] [kn] [kn] [ ] [m] , ,498 1E15 1E , 00 N/A 3, , , ,133 1E15 1E , 00 N/A 7, , ,500 2, ,408 1E15 1E ,00 N/A 19, ,508-6,485 35/35
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