PREN 1538 : DRAFT 2008
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS
01-09-2010
12-01-2013
1 Scope
2 Normative references
3 Terms and definitions
4 Information needed for the execution of the work
4.1 General
4.2 Special features
5 Geotechnical investigation
5.1 General
5.2 Specific requirements
6 Materials and products
6.1 Materials
6.1.1 General
6.1.2 Bentonite
6.1.3 Polymers
6.1.4 Cement
6.1.5 Aggregates
6.1.6 Water
6.1.7 Additions
6.1.8 Admixtures
6.2 Support fluids
6.2.1 Bentonite suspensions
6.2.2 Polymer solutions
6.2.3 Fresh hardening slurries
6.3 Concrete
6.3.1 General
6.3.2 Aggregates
6.3.3 Cement
6.3.4 Water/cement ratio
6.3.5 Admixtures
6.3.6 Fresh concrete
6.3.7 Production of Concrete
6.3.8 Sampling and testing on site
6.4 Plastic concrete
6.5 Hardening slurry
6.6 Reinforcement
6.7 Additional inserted products
7 Considerations related to design
7.1 General
7.2 Panel stability during excavation
7.2.1 General considerations
7.2.2 General principle of design
7.2.3 Comparable experience
7.2.4 Stability considerations
7.2.5 Trial excavation(s)
7.3 Socketing into rock
7.4 Reinforcement cages
7.4.1 General considerations
7.4.2 Design principles
7.4.3 Vertical reinforcement
7.4.4 Horizontal reinforcement
7.4.5 Multiple cages and joints
7.5 Recesses and perforations
7.6 Free flow cover
8 Execution
8.1 Construction sequence
8.2 Tolerances
8.2.1 Panel
8.2.2 Retaining walls
8.2.3 Cut-off walls
8.2.4 Reinforcement cage
8.3 Preliminary works
8.3.1 Working platform
8.3.2 Guide-walls
8.4 Excavation
8.4.1 Supporting the walls of the excavation
8.4.2 Excavation sequence
8.4.3 Loss of support fluid
8.5 Cleaning the excavation
8.6 Forming the joints
8.7 Placing the reinforcement or other elements
8.8 Concreting and trimming
8.8.1 Concreting in dry conditions
8.8.2 Concreting under support fluid
8.8.3 Trimming
9 Supervision, testing and monitoring
10 Records
11 Special requirements
Annex A (informative) - Glossary
Annex B (informative) - Control schedules during the execution
Annex C (informative) - Sample concreting record forms for
diaphragm walls
Annex D (informative) - Bibliography provisions
Annex E (informative) - Degree of obligation of the provisions
Describes the execution of diaphragm walls as both retaining and cut-off and the practical aspects which shall be taken into account in the production of the working drawings.
Committee |
TC 288
|
DocumentType |
Draft
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
08/30192726 DC : 0 | Identical |
CEN/TS 14632:2012 | Plastics piping systems for drainage, sewerage and water supply, pressure and non-pressure - Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP) - Guidance for the assessment of conformity |
EN 197-1:2011 | Cement - Part 1: Composition, specifications and conformity criteria for common cements |
EN 10248-2:1995 | Hot rolled sheet piling of non alloy steels - Part 2: Tolerances on shape and dimensions |
EN 10248-1:1995 | Hot rolled sheet piling of non alloy steels - Part 1: Technical delivery conditions |
EN 10080:2005 | Steel for the reinforcement of concrete - Weldable reinforcing steel - General |
EN 1008:2002 | Mixing water for concrete - Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete |
EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 791:1995+A1:2009 | Drill rigs - Safety |
EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 12620:2002+A1:2008 | Aggregates for concrete |
EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
ENV 13670-1 : DRAFT 2000 | EXECUTION OF CONCRETE STRUCTURES - PART 1 - COMMON |
EN 10249-1:1995 | Cold formed sheet piling of non alloy steels - Part 1: Technical delivery conditions |
EN 10249-2:1995 | Cold formed sheet piling of non alloy steels - Part 2: Tolerances on shape and dimensions |
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