BS EN 12715:2020
$198.66
Execution of special geotechnical work. Grouting
Published By | Publication Date | Number of Pages |
BSI | 2020 | 54 |
This document is applicable to the execution, testing and monitoring of geotechnical grouting work.
Grouting for geotechnical purposes (geotechnical grouting) is a process in which the remote placement of a pumpable material in the ground is indirectly controlled by adjusting its rheological characteristics and by the manipulation of the placement parameters (pressure, volume and the flow rate).
The following principles and methods of geotechnical grouting are covered by this document:
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displacement grouting (compaction and compensation grouting);
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grouting without displacement of the host material (permeation, fissure/contact grouting, bulk filling).
Figure 1 illustrates the various injection methods associated with these two principles.
The principal objectives of geotechnical grouting are:
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the modification of the hydraulic/hydrogeological characteristics of the ground;
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the modification of the mechanical properties of the ground;
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the filling of natural cavities, mine workings, voids adjacent to structures;
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inducing displacement to compensate for ground loss or to stabilize and lift footings, slabs and pavements.
Specialized grouting activities, generally associated with structural and/or emergency works, are not covered by this document.
The execution, testing and monitoring of jet grouting work is not covered by this document and is covered by EN 12716.
PDF Catalog
PDF Pages | PDF Title |
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2 | undefined |
8 | 1 Scope |
9 | 2 Normative references |
10 | 3 Terms and definitions |
12 | 4 Information needed for the execution of work 4.1 General |
13 | 4.2 Specific information |
14 | 5 Ground investigation 5.1 General 5.2 Specific requirements |
15 | 5.3 Field grouting trials and field tests 6 Materials and products 6.1 General 6.2 Grout materials 6.2.1 Cement and hydraulic binders 6.2.2 Clay materials |
16 | 6.2.3 Sands, gravels and fillers 6.2.4 Water 6.2.5 Chemical products and admixtures 6.3 Grouts 6.3.1 General |
17 | 6.3.2 Suspensions 6.3.3 Solutions |
18 | 6.3.4 Mortars 7 Execution design 7.1 General 7.2 Execution design basis and objectives |
19 | 7.3 Grouting principles and methods 7.3.1 Grouting without ground displacement (non-displacement grouting) 7.3.1.1 General Considerations 7.3.1.2 Penetration grouting |
20 | 7.3.1.3 Bulk filling 7.3.2 Grouting with ground displacement (displacement grouting) 7.3.2.1 General considerations 7.3.2.2 Hydraulic fracture grouting |
21 | 7.3.2.3 Hydraulic jacking grouting 7.3.2.4 Compensation grouting 7.3.2.5 Compaction grouting |
22 | 7.4 Grout 7.4.1 Type and composition 7.4.2 General considerations |
23 | 7.4.3 Parameters and criteria 7.4.4 Applicability 7.5 Grout placement 7.5.1 General |
24 | 7.5.2 Drilling layout and borehole design |
25 | 7.5.3 Grouting sequence 7.5.4 Grouting pressure 7.6 Monitoring and control criteria |
26 | 8 Execution 8.1 General 8.2 Drilling |
27 | 8.3 Grout preparation 8.3.1 Storage 8.3.2 Batching and mixing 8.3.3 Pumping and delivery |
28 | 8.4 Grout placement 8.4.1 General |
29 | 8.4.2 Packers 8.4.3 Special conditions 8.5 Grouting sequences |
30 | 9 Supervision, testing and monitoring 9.1 General 9.2 Testing |
31 | 9.3 Monitoring and control 9.3.1 General 9.3.2 Environmental impact 9.3.3 Validation of the grouting works |
32 | 9.3.4 Monitoring of displacement 9.3.5 Drilling 9.3.6 Grout 10 Records 10.1 General |
33 | 10.2 Documents produced on site |
34 | 11 Special requirements (environment, site safety) 11.1 General 11.2 Health and safety |
35 | 11.3 Environmental protection |
36 | Annex A (informative)Glossary |
45 | Annex B (informative)Grout types — Processes and their characterizing |
48 | Annex C(informative)Measurement of grout parameters |