BS EN 12716:2001
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by
Execution of special geotechnical works. Jet grouting
Hardcopy , PDF
05-01-2019
English
15-08-2001
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Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Specific needs
5 Geotechnical investigation
6 Materials
7 Design considerations
7.1 General
7.2 Geometry
7.3 Strength and Deformation characteristics
7.4 Permeability
8 Execution
8.1 General
8.2 Equipment
8.3 Preliminary works
8.4 Drilling
8.5 Jet grouting
8.6 Spoil return
8.7 Placing the reinforcement
9 Supervision, testing and monitoring
9.1 General
9.2 Preliminary tests
9.3 Supervision and process testing
9.4 Testing on the constructed elements
9.5 Monitoring
10 Execution documents
10.1 Documents available on site
10.2 Documents to be produced on site
11 Special requirements
11.1 Compliance with national standards
11.2 Site safety
11.3 Protection of the environment
Annex A (normative) Additional design requirements
Annex B (informative) Ranges of jet grouting parameters
Annex C (informative) Indirect tests
Annex D (informative) Examples of site records of jet
grouting works
Annex E (informative) Degree of obligation of the
provisions
Bibliography
Applies to the execution, testing and monitoring of jet grouting works.
| Committee |
B/526
|
| DevelopmentNote |
Supersedes 97/100562 DC. (09/2002)
|
| DocumentType |
Standard
|
| Pages |
38
|
| PublisherName |
British Standards Institution
|
| Status |
Withdrawn
|
| SupersededBy | |
| Supersedes |
1.1 ST This Standard is applicable to the execution, testing and monitoring of jet-grouting works. Some considerations about design are also given. 1.2 ST The execution of jet-grouting works requires knowledge and experience in this type of contruction. NOTE 1: The jet-grouting process must be distinguished from the grouting processes covered by the standard EN 00288006.
| Standards | Relationship |
| NEN EN 12716 : 2001 | Identical |
| NF EN 12716 : 2001 | Identical |
| NBN EN 12716 : 2001 | Identical |
| EN 12716:2018 | Identical |
| ONORM EN 12716 : 2002 | Identical |
| NS EN 12716 : 1ED 2001 | Identical |
| SN EN 12716 : 2001 | Identical |
| DIN EN 12716:2001-12 | Identical |
| EN 12716:2001 | Identical |
| UNI EN 12716 : 2003 | Identical |
| I.S. EN 12716:2001 | Identical |
| UNE-EN 12716:2001 | Identical |
| BS 8004:2015 | Code of practice for foundations |
| 15/30301520 DC : 0 | BS 8004 - CODE OF PRACTICE FOR FOUNDATIONS (FORMERLY CP 2004) |
| BS PAS 8810(2016) : 2016 | TUNNEL DESIGN - DESIGN OF CONCRETE SEGMENTAL TUNNEL LININGS - CODE OF PRACTICE |
| ENV 1997-1 : 1994 | EUROCODE 7: GEOTECHNICAL DESIGN - GENERAL RULES |
| ENV 1992-1-1 : DRAFT 91 COR 1992 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
| ENV 197-1 : 1992 | CEMENT - COMPOSITION, SPECIFICATIONS AND CONFORMITY CRITERIA - COMMON CEMENTS |
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