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BS EN 14199:2015 – TC:2020 Edition

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Tracked Changes. Execution of special geotechnical works. Micropiles

Published By Publication Date Number of Pages
BSI 2020 154
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1.1 This European Standard establishes general principles for the execution of micropiles. They are for drilled piles constructed using a drilling tool with a diameter less than 300 mm. NOTE 1 This European Standard is not applicable to driven piles, the execution of which is governed by EN 12699. NOTE 2 For a definition of shaft diameter see 3.3. 1.2 Micropiles are structural members to transfer actions to the ground and can contain bearing elements to transfer directly or indirectly loads and or to limit deformations. For examples of micropiles see Figure 1, Figure 2 and Figure 3. Their shaft and base resistance can be improved (mostly by grouting) and they can be constructed with (see Figure 4): – uniform cross section (straight shaft); or – telescopically changing shaft dimensions; – shaft enlargements; and/or – base enlargement. 1.3 Other than practical considerations, there are no limitations regarding, length, inclination (definition of inclination, see Figure 5), slenderness ratio or shaft and base enlargements. 1.4 The provisions of this European Standard apply to (see Figure 6): – single micropiles; – micropile groups; – reticulated micropiles; – micropile walls. 1.5 The material of micropiles covered by this European Standard can be: – steel or other reinforcement materials; – grout, mortar or concrete; – a combination of above. 1.6 Micropiles can be used for: – working under restricted access and/or headroom conditions; – foundations of new structures (particularly in very heterogeneous soil or rock formations); – reinforcing or strengthening of existing structures to increase the capacity to transfer load to depth with acceptable load settlement characteristics, e.g. underpinning works; – reducing settlements and/or displacements; – forming a retaining wall; – reinforcing of soil to form a bearing and/or retaining structure; – improving slope stability; – securing against uplift; – other applications where micropile techniques are appropriate. 1.7 Deep mixing columns according to EN 14679 are not included in this European Standard. Columns constructed by jet grouting are covered by EN 12716. Ground anchors are covered by EN 1537.

PDF Catalog

PDF Pages PDF Title
92 Contents Page
94 Foreword
95 1 Scope
96 2 Normative references
97 3 Terms and definitions
101 4 Information needed for the execution of the works
4.1 General
102 4.2 Special features
103 4.3 List of activities
5 Geotechnical investigation
5.1 General
104 5.2 Specific requirements
105 6 Materials and products
6.1 General
6.2 Reinforcement and load bearing elements
6.2.1 Steel for reinforcement
6.2.2 Steel for load bearing elements
106 6.2.3 Other materials or grades of steel
6.3 Materials for grout, mortar and concrete
6.3.1 Cement
6.3.2 Aggregates
6.3.3 Water
6.3.4 Additions and admixtures
6.4 Grout
107 6.5 Mortar and concrete
6.6 Spacers, centralisers and other components
108 6.7 Coatings and corrosion protection compounds
7 Considerations related to design
7.1 General
109 7.2 Geometrical construction tolerances
7.3 Installation
7.4 Reinforcement and load bearing elements
110 7.5 Connecting elements
7.6 Corrosion protection of steel elements
111 7.7 Spacers and centralisers
7.8 Micropile enlargement
112 7.9 Connections to the superstructure
7.10 Spacing of micropiles
7.11 Special requirements for micropiles
8 Execution
8.1 General
113 8.2 Construction tolerances
8.3 Site preparation
114 8.4 Sequence of installation
8.5 Drilling
8.5.1 General
115 8.5.2 Use of flushing
8.5.3 Boreholes supported by casings
8.5.4 Drilling with segmental hollow stem augers
8.6 Enlargements
116 8.7 Reinforcement and load bearing elements
8.7.1 Handling and storing
8.7.2 Joints
Table 1 — Guidance on welding testing and inspection, minimum criteria for micropiles and micropile details in structural steels
117 8.7.3 Spacers and centralisers
8.7.4 Installation
8.8 Filling and grouting
8.8.1 General
118 8.8.2 Grout preparation
8.8.3 Borehole testing and pregrouting
8.8.4 Filling the borehole
8.8.5 Filling or grouting through a temporary casing
119 8.8.6 Filling or grouting through a load bearing element
8.8.7 Grouting during drilling
8.8.8 Multi-stage grouting
8.9 Concreting
8.9.1 Concreting in submerged conditions
8.9.2 Concreting through a segmental hollow stem augers
120 8.9.3 Concreting in dry conditions
121 8.10 Trimming of micropiles
122 9 Supervision, monitoring and testing
9.1 Supervision
9.2 Monitoring of micropile construction
123 9.3 Micropile testing
9.3.1 General
9.3.2 Static load tests
9.3.2.1 General
9.3.2.2 Static load tests on preliminary micropiles
124 9.3.2.3 Static load tests on working micropiles
9.3.2.4 Loading procedure
9.3.3 Dynamic load tests
9.3.4 Low strain integrity tests
125 10 Records
10.1 General
10.2 Records for the execution of construction micropiles
Table 2 — General information concerning the site
126 Table 3 — General information concerning the micropile construction
127 Table 4 — Schedule of as-built information to be provided as applicable
10.3 Records for micropile tests
128 11 Special requirements
129 Figure 1 — Typical components of micropiles
130 Figure 2 — Example of steel core pile
131 Figure 3 — Example of drilled end-bearing steel pipe micropile
132 Figure 4 — Examples of micropile shafts and bases
Figure 5 — Definition of inclination
133 Figure 6 — Examples of micropile structures
134 Figure 7 — Examples of base and shaft enlargements
135 Figure 8 — Filling borehole through tremie pipe (bearing element in place first)
136 Figure 9 — Filling borehole through drill rods or bearing element
137 Figure 10 — Filling borehole with temporary casing (no pressure)
Figure 11 — Grouting borehole with temporary casing with applied pressure
138 Figure 12 — Single step grouting through tube-à-manchettes
139 Figure 13 — Multi step grouting through tube-à-manchettes
140 Figure 14 — Single step grouting through tube-à-manchettes in succession
141 Annex A (informative) Execution methods of micropiles
Table A.1
142 Annex B (informative) Guidance on minimum cover (in mm) for bearing element of low strength steel for cast in situ micropiles
Table B.1
143 Annex C (informative) Borehole testing and pregrouting
144 Annex D (informative) Guideline for a record for micropiles
Table D.1
145 Annex E (informative) Degree of obligation of the provisions
152 Bibliography
BS EN 14199:2015 - TC
$258.95