BS EN 12063:2024
$215.11
Execution of special geotechnical work. Sheet pile walls, combined pile walls, high modulus walls
Published By | Publication Date | Number of Pages |
BSI | 2024 | 138 |
This document specifies requirements, recommendations and information concerning the execution of permanent or temporary sheet pile wall, combined pile walls, high modulus wall structures and the handling of equipment and materials. This document does not give requirements and recommendations for the installation of specific parts of the structure such as ground anchorages, displacement piles and micropiles which are covered by other documents. This document is applicable to steel sheet pile walls, combined walls, high modulus walls, and synthetic sheet pile walls (composite), precast concrete and timber sheet pile walls. Tubular piles included in combined walls and high modulus walls can be filled with concrete. Composite structures such as Berliner walls and sheet pile walls in combination with shotcrete, are not covered by this document.
PDF Catalog
PDF Pages | PDF Title |
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2 | undefined |
8 | 1 Scope 2 Normative references |
10 | 3 Terms and definitions and symbols 3.1 Terms and definitions |
22 | 4 Information needed for the execution of the work 4.1 General information |
23 | 4.2 Specific information |
24 | 4.3 Execution classes 5 Site investigation 5.1 Geotechnical investigation 5.1.1 General 5.2 Specific requirements |
25 | 5.3 Driveability of sheet piles |
26 | 6 Materials and products 6.1 Steel sheet piles and other steel components 6.2 Timber sheet piles 6.3 Synthetic sheet piles 6.4 Other materials and products 6.5 Corrosion protection for steel sheet piles and preservation of timber and synthetic sheet piles 6.6 Sealings for interlock connections |
27 | 6.7 Environmental product declaration (EPD) 7 Considerations related to design 7.1 General 7.2 Selection of a pile type |
28 | 7.3 Other structural elements 7.4 Sequence of execution |
29 | 7.5 Specific design related considerations |
30 | 8 Execution of sheet pile wall structures 8.1 General 8.2 Site preparation 8.3 Storage and handling of the sheet piles |
31 | 8.4 Welding and cutting of steel elements |
52 | 8.5 Installation |
56 | 8.6 Tolerances regarding plan position and verticality |
57 | 8.7 Corrections of pile position during driving |
58 | 8.8 Installation of anchorages 8.9 Walings and struts |
59 | 8.10 Excavation, backfilling, draining and de-watering |
60 | 8.11 Extraction of sheet piles 8.12 Rock dowels and anchor bolts |
62 | 8.13 Sealing 9 Supervision, testing and monitoring 9.1 Supervision |
63 | 9.2 Testing 9.3 Monitoring |
64 | 10 Site records 10.1 Records in connection with execution 10.2 Records at completion of the execution works 11 Special requirements 11.1 Safety |
65 | 11.2 Impact on the surrounding buildings and installations 11.3 Noise hindrance 11.4 Permeability of pile walls |
66 | Annex A (informative)Handling and storage of sheet piles A.1 General A.2 Hoisting |
70 | A.3 Storage |
73 | A.4 Special devices |
78 | Annex B (normative)Welding of sheet piles B.1 General B.2 Butt welding multiple lengths |
79 | B.3 Welding multiple lengths by splicing with plates |
80 | B.4 Junction piles (U and Z-form piles) for jointing a part wall element to the main wall B.4.1 General |
81 | B.4.2 Type of welding B.4.3 Assembly and welding procedure for the junction piles |
82 | B.4.4 Welding filler materials B.5 Special corner piles B.5.1 General |
83 | B.5.2 Type of welding B.5.3 Assembly and welding procedure B.5.4 Welding filler materials B.6 Straight web junction pile B.6.1 General |
85 | B.6.2 Type of welding for straight web junction piles B.6.3 Assembly and welding procedure for the straight web junction pile B.6.4 Welding filler materials |
86 | B.7 Box piles B.7.1 General B.7.2 Type of welding B.7.3 Assembly and welding procedure for a box pile |
88 | B.7.4 Weld filler materials B.8 Sealing welds |
92 | Annex C (informative)Driving of sheet piles C.1 General |
94 | Annex D (informative)Installation and driving assistance D.1 Driving method for standard sheet pile walls |
96 | D.2 Driving method for combined sheet pile walls |
97 | D.3 Driving assistance D.3.1 General D.3.2 Low pressure jetting with low water volumes D.3.3 High pressure jetting: |
98 | D.3.4 Localized Predrilling to loosen the soil (no or limited soil removal) D.3.4.1 predrilling D.3.4.2 predrilling with soil exchange or bentonite (single or overlapping boreholes) D.3.5 Blasting |
99 | Annex E (informative)Watertightness of interlock sealings E.1 General considerations |
100 | E.2 A simple case of assessing the discharge through a steel sheet pile wall |
102 | E.3 Worked example for the assessment of the total inflow into a building pit |
103 | Annex F (normative)Timber sheet piles and walings F.1 General F.2 Delivery of timber sheet piles and walings F.3 Quality requirements |
104 | F.4 Transport and storage F.5 Tolerances F.6 Joints |
105 | F.7 Corner sheet piles |
106 | F.8 Execution |
112 | Annex G (normative)Additional tolerance for tubular piles G.1 General |
114 | Annex H (informative)Ground movement due to installation H.1 General H.2 Definitions H.3 Ground movements due to installation H.3.1 Vibration effects |
119 | H.3.2 Pre-test H.3.3 Follow-up vibrations during installation |
121 | Annex I (normative)Precast concrete sheet piles and capping beams I.1 General I.2 Delivery of precast sheet piles and capping beams I.3 Quality requirements |
122 | I.4 Transport and storage I.5 Tolerances I.6 Joints I.7 Corner sheet piles |
123 | I.8 Execution |
124 | I.9 Concrete capping beam |
126 | Annex J (normative)Synthetic sheet piles J.1 General J.2 Delivery of synthetic sheet piles |
127 | J.3 Quality requirements J.4 Tolerances J.5 Transport and storage |
128 | J.6 Further processing/machining of the synthetic sheet piles J.6.1 Cutting J.6.2 Drilling J.6.3 Bonding J.6.4 Welding J.6.5 Coating |
129 | J.7 Installation J.7.1 General |
130 | Annex K (informative)Percussive drilling as installation method for tubular piles K.1 General |
131 | K.2 Drilling method |
132 | K.3 Special considerations K.3.1 Drilling of piles with connectors |
133 | K.3.2 Flushing with air K.3.3 Soil displacements |
134 | K.3.4 End-of-driving blows K.3.5 Penetration of wood |