1 International Geosynthetics Society (UK Chapter)
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1 1 International Geosynthetics Society (UK Chapter)
2 TenCate Geosystems in Marine constructions Edwin Zengerink Date: 12 December 2007
3 Organization Royal Ten Cate Royal Ten Cate Participations Synbra Group (50%) Geofabrics Australasia (50%) Advanced Textiles Textiles & Composites Geosynthetics & Grass Geosynthetics & Grass Technical Components Technical Components TC Nicolon TC Polyfelt TC Bidim TC Mirafi TC Baycor 3 International Geosynthetics Society (UK Chapter)
4 We combine fibers and chemicals to create materials that outperform existing alternatives Protective & Outdoor Fabrics Aerospace & Armour Composites Geosynthetics & Industrial Fabrics Grass Strategic product, market, technology combinations 4 International Geosynthetics Society (UK Chapter)
5 Key product / market combinations in functional materials Protective & Outdoor Fabrics Emergency Response Clothing Industrial Safetywear Tent & Awning Fabrics Aerospace Composites Geosynthetics Aircraft Composites Costal Protection & Development Spacecraft Composites Industrial Fabrics Trampolines, Pool & Truck Covers Personal & Vehicle Armour Road Stabilization & Construction Grass Agriculture & Aquaculture 5 International Geosynthetics Society (UK Chapter) Sports Grass Landscaping Grass
6 6 International Geosynthetics Society (UK Chapter)
7 Systems made from woven geotextiles Mattresses for slope and scour protection and basal reinforcement Geotube systems for bund construction Geocontainer for bunds or breakwater cores in deep water 7 International Geosynthetics Society (UK Chapter)
8 Geosystems Geobag system; 2 till 10 m 3 Geotube system; 100 tot 750 m 3 Geocontainer system; 100 tot 600 m 3 Geosystems are sand filled elements made out of woven high strength textiles. The textiles used are special designed for Geosystems with the same strength in both directions. 8 International Geosynthetics Society (UK Chapter)
9 Geosystem Application MHWL MLWL Toe construction Rock armour layers Geotubes Intermediate rip-rap fill Erosion protection and stabilization mattress Geocontainer berm 9 International Geosynthetics Society (UK Chapter)
10 Books and rules In 2004 the book of the CUR, NL, Geotextiele zandelementen was printed. Experiences from out of Europe. 10 International Geosynthetics Society (UK Chapter)
11 Application Geobags Geobags used to create an artificial island. 11 International Geosynthetics Society (UK Chapter)
12 Geotube system Will be filled on position. Filling hydraulically with a mixture of sand and water. Lengths vary between 30 till 100 meter. Diameter vary between 1,6 till 5 meter diameter. In relative short period a dam can be constructed. Essential is fabric strength and confection, seam strength. 12 International Geosynthetics Society (UK Chapter)
13 Geotube systems: limit state modes (i) Sliding stability (ii) Overturning stability (iii) Bearing stability (iv) Global stability (v) Scour of foundation (vi) Foundation settlement a) External limit state modes (i) Geotextile skin rupture b) Internal limit state modes (ii) Erosion of fill through geotextile skin (iii) Deformation of contained fill 13 International Geosynthetics Society (UK Chapter)
14 Geotube : generated tensions Filling port [ T] p [ ] T c [ T] a Tensions generated at 3 locations circumferential, axial and at filling port connections Tensions generated depend on size of tube and degree of filling First determine circumferential tensions, then axial tensions, and finally filling port connection tensions 14 International Geosynthetics Society (UK Chapter)
15 Geotube system: maximum axial tensions Maximum axial tension [ T max ] a (kn/m) [ T ]/[ T ] = 0.63 max a max c Maximum circumferential tension [ ] (kn/m) T max c Generated axial tensions are a function of filling pressure and tube filling height As expected, good relationship between maximum circumferential tension and maximum axial tension The port connection tensions are a function of filling pressure and filling height Can be significant when maximum tube filling heights are required 15 International Geosynthetics Society (UK Chapter)
16 Geotube system: distribution of circumferential tension a) Circumferential tension distribution around a filled geotextile tube b) Approximation of circumferential tension distribution in terms of [ ] T max c Circumferential tension distribution around filled geotextile tube 50%-70%[ T max ] c Filled geotextile tube Filled geotextile tube [ T max ] c Location of maximum circumferential tension 10%-15%[ T max ] c 100%[T ma 16 International Geosynthetics Society (UK Chapter)
17 Design table for dimensions diameter circum height fill width width recommended max base high strength D C H F W Wb fabric m m m m3/m1 m m 1,60 5,0 1,0 1,7 2,0 1,7 GT 750 M 2,50 7,9 1,5 4,1 3,2 2,7 GT 750 M 3,25 10,2 2,0 6,9 4,2 3,5 GT 1000 M 4,00 12,6 2,4 10,4 5,1 4,3 GT 1000 M 5,00 15,7 2,7 16,3 6,4 6,0 GT 1000 M Dimensions for a fill of 80 % and application under water 17 International Geosynthetics Society (UK Chapter)
18 Design with Geotube systems Determine the appropriate height: on shore 60 % of theoretical diameter submerged 70 % of theoretical diameter. 18 International Geosynthetics Society (UK Chapter)
19 Installation/filling time Giving: Geotube diameter 4 meter fillingheigth 2,4 meter, length 50 meters. Total volume to be filled with 50 x 10,4 = 520 m3 pumpcapacity 400 m3/hour at 15 % mixture (60 m3/hour) It will take around 520/60= 9 hours to fill the Geotube. 19 International Geosynthetics Society (UK Chapter)
20 Geotube system filling 20 International Geosynthetics Society (UK Chapter)
21 Applications 21 International Geosynthetics Society (UK Chapter)
22 Temporary Dam in Morocco Final Dam height 6 meter Constructed out 3 Geotube, diameter 5 meter, fill height 3 m. 2 bottom Geotube installed with a distance of 3 meter to create a flat installation surface for the top Geotube. Geotube length approximately 70 meter. Material used Geolon PP 200 S, seam strength 160 kn/m1. Finally covered with Nicoflex, impermeable liner. 22 International Geosynthetics Society (UK Chapter)
23 Geotube system Building a temporary dam in Morocco 23 International Geosynthetics Society (UK Chapter)
24 Geotube system Building temporary dam in Morocco Nicoflex 1000 GT Õ=5m h=3m sand bag Geolon PP40L GT Õ=5m h=3m sand GT Õ=5m h=3m International Geosynthetics Society (UK Chapter)
25 Geotube system Building a temporary dam in Morocco 25 International Geosynthetics Society (UK Chapter)
26 Geotube system Building a temporary dam in Morocco 26 International Geosynthetics Society (UK Chapter)
27 Geotube system Building a temporary dam in Morocco 27 International Geosynthetics Society (UK Chapter)
28 Geotube system Building a temporary dam in Morocco 28 International Geosynthetics Society (UK Chapter)
29 GEOTEXTILE TUBE APPLICATION FOR INCHEON BRIDGE PROJECT, KOREA 29 International Geosynthetics Society (UK Chapter)
30 Introduction The Incheon Grand Bridge will be a 12.3 km, dual three-lane tolled bridge to connect Songdo City within the Incheon Free Economic Zone and Incheon International Airport located on Yongjong Island When completed it will be Korea s longest bridge and anticipated to be the fifth-longest cable stayed-bridge in the world 30 International Geosynthetics Society (UK Chapter)
31 Introduction A section consists of the symbolic cable-stayed bridge that will have a 74 m high navigational clearance to allow ocean going vessels of up to 100,000 tons to enter and leave the Port of Incheon However, 8.7 km of the sea crossing consists of concrete box girder viaducts built in shallow water over tidal mud flats 31 International Geosynthetics Society (UK Chapter)
32 Introduction 32 International Geosynthetics Society (UK Chapter) Bridge layout superimposed over satellite map
33 Introduction Artist impression of proposed Incheon Bridge 33 International Geosynthetics Society (UK Chapter)
34 Introduction Geotube systems were used as reclamation dykes, stacked in tiers up to a height of about 7 m over soft estuarial deposits The Geotube systems used comprised of 3, 4 and 5 m diameters, with lengths between 15 to 60 m Artist impression of proposed Geotube artificial island 34 International Geosynthetics Society (UK Chapter)
35 Contractual details Detailed designs for the textile tube artificial island done by Seil Engineering Ltd and a geotechnical research team of the University of Incheon Design conditions (Shin & Oh, 2006) are summarized as follows: Approximate H.H.W. : E.L m Significant wave conditions Direction, WSW Wave height : 2.06 m Period : 10.0s Wind velocity : 22.04m/s Tidal conditions Velocity : 0.58 to 0.73 m/s (low tide) Maximum tidal difference : 9.27 m Tide elevation : see Figure Tidal elevation 35 International Geosynthetics Society (UK Chapter)
36 Contractual details Section A-A A A 36 International Geosynthetics Society (UK Chapter) Plan view of geotextile tube artificial island
37 Contractual details Typical cross section of Geotube artificial island 37 International Geosynthetics Society (UK Chapter)
38 Installation Tide diurnal range 9m Site is dry during low tide laying of scour apron and textile tube Filling of textile tube during high tide when water is available for mixing with imported sand Tide level (cm) Tide levels at Incheon Bridge Project Time (hrs) 22/5 23/5 24/5 25/5 26/5 38 International Geosynthetics Society (UK Chapter)
39 Installation Sand supply barge 1,800 m 3 Work barge Crane Mixing tank Water pumps Excavators Booster pump at 450HP, 1,500 rpm, delivering 150 to 180 m 3 /hr Pump outlet pressure at 3.5 psi Placing sand into slurry mixing tank Schematic of mixing and pumping setup 39 International Geosynthetics Society (UK Chapter)
40 Installation Overall view of one installation equipment setup for Incheon Bridge Project 40 International Geosynthetics Society (UK Chapter)
41 Installation Laying of scour mat during low tide 41 International Geosynthetics Society (UK Chapter)
42 Installation Laying of bottom Geotube (outer) during low tide 42 International Geosynthetics Society (UK Chapter)
43 Installation Laying of bottom Geotube (inner) during low tide 43 International Geosynthetics Society (UK Chapter)
44 Installation Sand filling and leveling between bottom Geotube systems during low tide 44 International Geosynthetics Society (UK Chapter)
45 Installation Installation of sand mat above bottom Geotube systems 45 International Geosynthetics Society (UK Chapter)
46 Installation Laying 2 nd level Geotube above sand mat 46 International Geosynthetics Society (UK Chapter)
47 Installation Pumping of 2 nd level Geotube with sand slurry 47 International Geosynthetics Society (UK Chapter)
48 Installation Bottom & 2 nd level Geotube completed for 1 side of artificial island 48 International Geosynthetics Society (UK Chapter)
49 Installation Backfilling behind Geotube dyke with residual soil 49 International Geosynthetics Society (UK Chapter)
50 Installation Installing upper level Geotube 50 International Geosynthetics Society (UK Chapter)
51 Installation View of partially completed Geotube artificial island 51 International Geosynthetics Society (UK Chapter)
52 Installation Bridge foundation and pier works in full swing on completed artificial island 52 International Geosynthetics Society (UK Chapter)
53 Geocontainer 53 International Geosynthetics Society (UK Chapter)
54 Geocontainer system Geocontainer systems are in principle large big sandbags. These will be placed in a split barge and filled with sand. The Geocontainer system will then be closed and the barge opened. The Geocontainer system will than be dumped on the bottom. Capacity varies from 120 m 3 till 600 m 3 Geocontainer system are especially made for a given split barge 54 International Geosynthetics Society (UK Chapter)
55 Geocontainer system plit-bottom barge plit-bottom barge Geotextile skin Container fill Geotextile container Geotextile container Geocontainer are installed by split-bottom barges Two types of applications: Structural, submarine, mass-gravity units Contained, submarine disposal of contaminated sediments For hydraulic applications container volumes are in range 100 to 600 m 3 Smaller volumes give better installed tolerances and are more easily installed but are more costly Seabed 55 International Geosynthetics Society (UK Chapter)
56 Geocontainer: tensions generated in fabric Filling of container in barge Reshaping of container to exit the barge Free-fall of container through water Impact of container on seabed Installed container on seabed Geotextile tension Geotextile container installation stages 56 International Geosynthetics Society (UK Chapter)
57 Geocontainer system 57 International Geosynthetics Society (UK Chapter)
58 Geocontainer system 58 International Geosynthetics Society (UK Chapter)
59 Geocontainer system 59 International Geosynthetics Society (UK Chapter)
60 Geocontainer system 60 International Geosynthetics Society (UK Chapter)
61 Geocontainer system 61 International Geosynthetics Society (UK Chapter)
62 Geocontainer system 62 International Geosynthetics Society (UK Chapter)
63 Geocontainer system 63 International Geosynthetics Society (UK Chapter)
64 Geocontainer system 64 International Geosynthetics Society (UK Chapter)
65 Geocontainer system 65 International Geosynthetics Society (UK Chapter)
66 Geocontainer system 66 International Geosynthetics Society (UK Chapter)
67 Geocontainer system 67 International Geosynthetics Society (UK Chapter)
68 Geocontainer system 68 International Geosynthetics Society (UK Chapter)
69 Geocontainer system Application: core for breakwater, dam or dike; under water berm; Filling of erosion holes; dispose of contaminated sludges. 69 International Geosynthetics Society (UK Chapter)
70 New developments New guideline had been printed for designers and engineers, with calculation models the CUR 217 Order at Currently only available in the Dutch language but translation will come out in International Geosynthetics Society (UK Chapter)
71 TenCate Geotube Sluiskade NZ 14 Almelo, NL website:
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