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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
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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
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
BS EN 12063:2024
$215.11