North/South-line: The connection with tomorrow

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Hendrik van Beek
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1 North/South-line: The connection with tomorrow 1

2 The north/south line 1. Introduction 2. Tecnics 3. Organisation Break 4. Risk management 5. Current status 6. Questions and possible answers 2

3 North/south line 2. Tecnics Why a North/South-line The city Alignement construction techniques Stations Monitoring Safety sytems 3

4 North South line: part of a regional system 4

5 North/Southline: Part of the local public transport system 5

6 Travelling speed of public transport systems V(traveler) [km/hour] CITY (dense grid) Busses & streetcars REGION City environment : metro 35 Region : bus > 35 PROVINCE Train LAND Intercity trains > 60 6

streetcars 12 18 REGION City environment : metro 35

7 Gemeente Amsterdam North/Southline: stations 7

8 2011 without North/South line 8

9 2011 with North/South line 9

10 The North/South-line: horizontal alignment In situ TBM In-situ Submerged tunnel In-situ surface construction South Inner-city North 10

11 North Construction: Tracks & Stations at surface level. Shallow insitu built tunnel 11

12 Inner city Submerged tunnel Caissons Twin bored tunnels Deep stations (cut & cover) 12

13 South Twin bored tunnels Deep station (cut & cover) Shallow station (cut & cover) In-situ tunnels 13

14 Construction methods 14

15 Central Station :

16 Central Station : actual situation 16

17 Central Station:

18 5 Station Geb. IJ-zijde Emplacement NAP -5 Ophoogzand Klei zandhoudend IJ-klei Zand weinig silthoudend Eemklei 18

19 19

20 Central Station:submerged tunnel 20

24 Gemeente Amsterdam

25 25

26 26

27 27

28 Cut & Cover building pits 28 28

29 Station Rokin 29

30 Station Rokin : entrances 30 30

31 Station Rokin: platform 31

32 South, vertical alignment 32

33 Ferdinand Bolstraat 33

34 Station Ceintuurbaan 34

35 Station Ceintuurbaan 35

36 Environment: monitoring (early warning) 36

37 The North/South-line Amsterdam 3. Organisation Project organisation 37

38 Gemeente Amsterdam Organisation Organogram Projectoffice Noord/Zuidlijn Director (1 fte) Manager Communicatiion (1 fte) Head Stafoffice / Projectsecretaris (1 fte) communication-adviser (1 fte) office manager (1 fte) projectsecretary (2 fte) juridical assistant (1 fte) city board assistant (1 fte) Manager Finance & Planning (1 fte) controller (2 fte) General Construction Manager (0,7 fte) Manager Suurounding (1 fte) Constructionmanager Cluster A (1 fte) Construction manager Cluster B (1 fte) Construction manager Cluster C (1 fte) Construction manager Cluster D (1 fte) Projectleader surrounding projects (1 fte) Constructioncoordinator surrounding (1 fte) Head Projectcontrol (1 fte) projectcontrol (3 fte) secretary (1 fte) 38

39 Gemeente Amsterdam Organisation Constructionmanagement Projectoffice Noord/Zuidlijn Contractmanagement Consultantoffice Noord/Zuidlijn Director projectoffice Head Consultingoffice General Constructionmanager General Contractmanager Constructionmanager Cluster A Constructionmanager Cluster B Constructionmanager Cluster C Constructionmanager Cluster D Contractmanager Cluster A Contractmanager Cluster B Contractmanager Cluster C Contractmanager Cluster D Relatie Projectbureau - Adviesbureau 39

40 Gemeente Amsterdam Organisation Control each contract Constructionmanager PB Contractmanager AB Head Daily Control AB Contractor 40

41 Gemeente Amsterdam Organisation Structure of organisation: Board <-> PO: alderman staff board team PO <-> Consultant office: general contract meetings Construction Manager<->Contract Manager Consultant Office <-> contractor construction meeting 41

42 The North/South-line Amsterdam Break 42

43 The North/South-line Amsterdam 4. Risk management Topics Analyzing risks Reducing risks Testing Contract filosofy TBM Environment Monitoring No insurance CAR 43

44 The North/South metroline Amsterdam Risk perception Risk management Risk analysis 44

45 The North/South metroline Amsterdam Topics: The project The start: analyzing the risk profile Reducing the risk profile Environment (surroundings) Actual situation (contractors) 45

46 The Project: passengers / day 9 km long new infrastructure 6 km subsurface 4 complex deep stations 2x4 km single track twin bored tunnels in operation:

47 Overview of the construction methods caissons Submerged tunnel In situ tunnel Twin bored tunnels In situ tunnel Level South Inner City North 47

48 ANALYZING THE RISK PROFILE Focus on Inner city. Use of TBM in the city of Amsterdam Deep stations Passage of the Central Station 48

49 REDUCING THE RISK PROFILE Goal (1994): The risk profile of the construction of the North/South metro line should be less or equal to a substantial traditional project Actual situation (2003): General consensus that this goal is achieved 49

50 REDUCING THE RISK PROFILE Risk analysis & management: Design Organization Contracts Investing > 100 million in risk reducing measures 50

51 REDUCING THE RISK PROFILE Design: Horizontal alignement follows street pattern. Vertical alignement bored tunnels determined to avoid obstacles. Carefull choice of station location. 51

52 REDUCING THE RISK PROFILE Design: Development of design tools Design by testing Investigations (soil & buildings) Mitigating measures 52

53 REDUCING THE RISK PROFILE Investing [million] Soil investigation 3 Building investigation 3 Foundation reconstruction 20 (30%) Monitoring system 15 Mitigating measures 40 Research & design by testing 15 etc. Deep stations Passage of the Central Station 53

54 Design by testing: why? 54

55 4D FEM model TBM & subsurface 55

56 TBM driven track tunnels & pile foundations 56

57 GEO-GIs FSPT FSIT TBM / TVIT Design by testing (Full scale tests) 3D-EEM Monitoring Lining test IBCS 57

58 OVERVIEW FULL SCALE TESTS Influence TBM on pile foundations Vibration behavior tunnellining & pile foundations Slurry wall Tail void injection [1:5] Soil treatement tests Use of drilled steel piles to large depths Use of large diametre steel piles in limited space Compensating Grouting trail 58

59 DEEP STATIONS : Ceintuurbaan 59

60 FULL SCALE SLURRY WALL TEST 60

61 CONSTRUCTION TECHNOLOGY Generating knowledge: Buildings Pile foundations Soil TBM process 61

62 FULL SCALE PILE TEST 62

63 FULL SCALE PILE TEST 63

64 CONSTRUCTION TECHNOLOGY 64

65 Full scale tests. Lining test Soil freezing Slurry wall test 65

66 Full scale tests. Tail void injection Tubexpile test Large diameter pile test Compensating Grouting Trail Soil treatment tests 66

67 FULL SCALE SOIL TREATEMENT TEST 67

68 FULL SCALE SOIL TREATEMENT TEST 68

69 TAIL VIOD INJECTION TEST [1:5] 69

70 SINGLE TRACK BORED TUNNELS Diameter 7 [m] Second sand layer Street pattern 70

71 71

72 Application of results. 72

73 REDUCING THE RISK PROFILE Organization. Fit for purpose (flexible) Management with technical expertise First, second & third opinions Making use of experience generated at other projects (site visits, trails) 73

74 Contractfilosofy TBM E/C- contract: Detail design of lining Detail mitigating measures design TBM Target price: Contractor price: part fixed, part variable Incentives Basic risc spread (BRT) 74

75 DIRECT COSTS (FIXED) DIRECT COSTS (VAR.) TARGET LOCATIONCOSTS GENERAL COSTS BASIC PROFIT TARGET & RISKS RISK CONTRACTOR RISK CITY. RISK FUND 75

76 DIRECT COSTS (FIXED) = INCENTIVE TARGET DIRECT COSTS (VAR.) LOCATION COSTS GENERAL COSTS BASIC PROFIT COST REDUCTION 1 2 TARGET & RISKS RISICO OPDRACHTG. 4 3 RISK CITY 76

77 REDUCING THE RISK PROFILE Contracts. Philosophy: 13 main contract clusters Contract form: E/C & (modified) RAW Contract attitude: Risk sharing & risk bearing Responsibility Trust 77

78 ENVIRONMENT Historical buildings: Assesment of condition Developement of settlement limits Mittigation measures Early warning system (monitoring) 78

79 ENVIRONMENT Lackof(public) space: Choice of construction methods Phased construction Construction of additional space 79

80 ENVIRONMENT Inhabitants: Communication Central claim office 80

81 MONITORING SYSTEM Base monitoring Early warning system Contract control Assurance Civil law 81

82 FOUNDATION INSPECTION 82

83 Pile plan Massive bearing wall Façade wall 1.2m 18m 7m Connection of piles with masonry walls Masonry walls Pile group 2 wooden piles average dia. 180mm 83

84 FOUNDATION INSPECTION 84

85 MITIGATING MEASURES Three types of mitigating measures: Foundation renovation Real time compensating grouting Compensating settlements by hydraulic jacks 85

86 COMPENSATING GROUTING 86

87 HYDRAULIC JACKING Munt Tower 87

88 ACTUAL SITUATION Most complex parts tendered 6 out of 7 contracts awarded: Contractors are known Participation of the contractors in detailled design started Foundation renewal in progres Monitoringsystem working 88

89 Q & A: After the break 89

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