Depth (m) Distance (m)

Transcription

1 Distance (m) 1 2 Depth (m)

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6 1.21

7 .918

8 A A y.. 34 A 12 A A A x PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower - Methodology Option 1 Project name Date User name Larssen 9323.plx 25/Mar/9 Koxhiyoki Kabuto, Japan

9 y x General PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower - Methodology Option 1 Project name Date User name Larssen 9323.plx 25/Mar/9 Koxhiyoki Kabuto, Japan

10 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower-Methodology Option 1 PLAXIS 8.x User name : Koxhiyoki Kabuto, Japan Project name : Larssen 9323 Date : 25/Mar/9 Output : Material data sets - Plates Step : 4 Page : 1 ID Name Type EA EI w ν M p N p [kn/m] [knm 2 /m] [kn/m 2 ] [ - ] [knm/m] [kn/m] 1 D6 Elastic 1.86E7 5.58E E15 1E15 2 Sheet Elastic 4.84E E15 1E15

11 PLAXIS V A A. A A A A Deformed Mesh Extreme total displacement 51.3*1-3 m (displacements scaled up 5. times) PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower-Methodology Option 1 Project name Step Date User name Larssen /3/9 Koxhiyoki Kabuto, Japan

12 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8. User name : Koxhiyoki Kabuto, Japan Project name : Larssen 9323 Date : 25/Mar/9 Output : Node-to-node anchor info Step : 4 Page : 1 Node-to-node Node X Y F F max,comp F max,tens EA Ls Anchor [m] [m] [kn/m] [1 12 kn/m] [1 12 kn/m] [1 3 kn/m] [m]

13 PLAXIS [m] Horizontal displacements (Ux) Extreme Ux 74.35*1-3 m PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower-Methodology Option 1 Project name Step Date User name Larssen /3/9 Koxhiyoki Kabuto, Japan

14 PLAXIS [knm/m] Envelope of Bending moments Extreme bending moment knm/m PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower-Methodology Option 1 Project name Step Date User name Larssen /3/9 Koxhiyoki Kabuto, Japan

15 PLAXIS [kn/m] Envelope of Shear forces Extreme in plane shear force kn/m PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower-Methodology Option 1 Project name Step Date User name Larssen /3/9 Koxhiyoki Kabuto, Japan

16 B ng týnh to n cõ thðp KiÓm tra øng suêt TiÕt diön cõ thðp cã c c Æc tr ng sau: Lo¹i b h d t DiÖn tých Träng l îng Moment Moment tiõt diön A, cm 2 kg/m 2 qu n týnh kh ng uèn mm mm mm mm /m dµi t êng I, cm 4 /m W, cm 3 /m GSP VËt liöu: ThÐp CT3 R a = 215 kg/cm 2 KiÓm tra theo iòu kiön moment uèn Moment lín nhêt xuêt hiön trong th n t êng, M max = 55 knm/m theo PLAXIS lµ: M max øng suêt lín nhêt: σ max = = < R a W TiÕt diön cõ chän tháa m n iòu kiön chþu lùc.

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20 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8.x User name : Koxhiyoki Kabuto, Japan Project name : DiaphWall 886 Date : 8/15/28 Output : Soil and Interfaces Info - Mohr-Coulomb Step : 43 Page : 1 ID Name Type γ unsat γ sat k x k y ν E ref c ref ϕ [kn/m 3 ] [kn/m 3 ] [m/day] [m/day] [ - ] [kn/m 2 ] [kn/m 2 ] [ ] 1 1-TopSoil Drained Loam,Elastic Drained E-4 8.6E a-Sandy Clay, Elastic Drained E-4 8.6E Sand,Medium Density Drained

21 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8.x User name : Koxhiyoki Kabuto, Japan Project name : DiaphWall 886 Date : 8/15/28 Output : Soil and Interfaces Info - Mohr-Coulomb Step : 43 Page : 2 ID ψ E incr c incr y ref T-Strength R inter [ ] [kn/m 3 ] [kn/m 3 ] [m] [kn/m 2 ] [ - ]

22 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8.x User name : Koxhiyoki Kabuto, Japan Project name : DiaphWall 886 Date : 8/15/28 Output : Material data sets - Plates Step : 43 Page : 1 ID Name Type EA EI w ν M p N p [kn/m] [knm 2 /m] [kn/m 2 ] [ - ] [knm/m] [kn/m] 1 D6 Elastic 1.86E7 5.58E E15 1E15

23 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8.x User name : Koxhiyoki Kabuto, Japan Project name : DiaphWall 886 Date : 8/15/28 Output : Material data sets - Anchors Step : 43 Page : 1 ID Name EA F max,comp F max,tens [kn/m] [kn/m] [kn/m] 1 Steel E E E14

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27 PLAXIS [m] Horizontal displacements (Ux) Extreme Ux 13.59*1-3 m PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower - Diaphragm Wall Project name Step Date User name DiaphWall /15/8 Koxhiyoki Kabuto, Japan

28 PLAXIS [knm/m] Envelope of Bending moments Extreme bending moment knm/m PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower - Diaphragm Wall Project name Step Date User name DiaphWall /15/8 Koxhiyoki Kabuto, Japan

29 PLAXIS [kn/m] Envelope of Shear forces Extreme in plane shear force kn/m PLAXISProject description Finite Element Code for Soil and Rock Analyses Version Mipec Tower - Diaphragm Wall Project name Step Date User name DiaphWall /15/8 Koxhiyoki Kabuto, Japan

30 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8. User name : Koxhiyoki Kabuto, Japan Project name : DiaphWall 886 Date : 8/15/28 Output : Plate displacements Step : 43 Page : 1 Plate Element Node X Y Ux Uy [m] [m] [1-3 m] [1-3 m] D D D D

31 PLAXIS - Finite Element Code for Soil and Rock Analyses Project description : Mipec Tower - Diaphragm Wall PLAXIS 8. User name : Koxhiyoki Kabuto, Japan Project name : DiaphWall 886 Date : 8/15/28 Output : Plate displacements Step : 43 Page : 2 Plate Element Node X Y Ux Uy [m] [m] [1-3 m] [1-3 m] D D D D