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BS 6349-1-3:2021 – TC

BS 6349-1-3:2021 – TC

$258.95

Tracked Changes. Maritime works – General. Code of practice for geotechnical design

Published By Publication Date Number of Pages
BSI 2021 164
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PDF Catalog

PDF Pages PDF Title
113 Foreword
115 Section 1: General
1 Scope
2 Normative references
116 3 Terms, definitions, symbols and abbreviations
118 Section 2: Geotechnical investigation
4 General
5 Planning of geotechnical investigations
5.1 Existing data sources
119 5.2 Site reconnaissance
120 5.3 Selection of investigation and sampling methods
5.4 Location and extent of geophysical surveys
121 5.5 Location of boreholes, CPTs and trial excavations
122 5.6 Depth of intrusive investigations
123 Figure 1 — Location and depth of boreholes for piled wharf
124 Figure 2 — Depth of boreholes in relation to retained height of soil and width of quay wall
5.7 Sealing of boreholes
5.8 Ground investigations over water
126 6 Groundwater investigations
127 7 Field tests in soil and rock
7.1 Planning
7.2 Normal field tests
7.3 Other field tests
129 7.4 Trial dredging
7.5 Sampling of soils, rock and groundwater
130 8 Laboratory tests on soil and rock
131 Section 3: Geotechnical design
9 General
9.1 Basis of geotechnical design
9.2 Geotechnical design report
9.3 Tides and water level variations
132 9.4 Earthquakes
133 10 Geotechnical data – Selection of parameters for working design
10.1 General considerations
10.2 Monitoring during and after construction
11 Water
11.1 Single‑wall structures
134 Figure 3 — Effects on hydrostatic and soil pressure distribution where seepage takes place beneath a retaining structure
135 Figure 4 — Hydrostatic pressure distribution on waterfront structures where soil is retained to full height of structure
136 11.2 Double‑wall and cellular structures
137 Figure 5 — Hydrostatic pressure distribution on waterfront structure where the soil is embanked behind the structure
138 12 Fill, dewatering, ground improvement and reinforcement
12.1 Fill materials
139 12.2 Ground improvement
140 12.3 Reinforcement
13 Retaining structures
13.1 Earth pressures
141 Figure 6 — Distribution of earth pressure and earth resistance on cantilevered single-wall sheet pile structure
142 Figure 7 — Distribution of earth pressure and earth resistance on anchored single-wall sheet pile structure
143 Figure 8 — Double-wall sheet pile structures – Sheet piles driven into soil below seabed
144 Figure 9 — Double-wall sheet pile structures – Sheet piles terminated on rock at seabed
145 13.2 Sheet piles
147 13.3 Diaphragm walls and bored pile walls
148 13.4 Function and location of anchorages
149 14 Bearing piles
14.1 Selection of bearing piles
150 14.2 Steel bearing piles
14.3 Concrete bearing piles
151 14.4 Timber bearing piles
15 Slopes
15.1 Design considerations for slopes and embankments
152 15.2 Slope stability and protection – Environmental factors
153 15.3 Modes of failure
15.4 Safety and risks of failure
15.5 Slope profile
154 15.6 The effects of construction procedure
155 Figure 10 — Embankment built in stages with core material protected by dumped stone
156 15.7 Drainage
15.8 Monitoring stability
157 15.9 Slope protection
158 15.10 Maintenance of earthworks
15.11 Remedial works
159 Figure 11 — Slope protection by rock or concrete armouring backed by filter layer
160 16 Verification
161 Bibliography

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BS 6349-1-3:2021 - TC
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