BS 8002:1994:2001 Edition
$230.18
Code of practice for earth retaining structures
| Published By | Publication Date | Number of Pages |
| BSI | 2001 | 144 |
A complete revision of the Civil Engineering Code of Practice No. 2 issued by the Institution of Structural Engineers in 1951 on behalf of the Civil Engineering Codes of Practice Joint Committee.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | BRITISH STANDARD |
| 2 | Committees responsible for this British�Standard |
| 3 | Contents |
| 9 | Introduction Scope References Definitions active earth pressure conservative values design situation |
| 10 | design soil strength design surcharge load design value of a parameter design value of wall friction disturbing force earth pressure coefficients embedded walls fully active earth pressure fully passive earth resistance limit state |
| 11 | mobilization factor passive earth resistance rapid shearing representative soil strength serviceability limit state ultimate limit state unplanned excavation |
| 12 | Major symbols |
| 13 | Selection and types of structure General Selection of type |
| 15 | Data for design Site and geotechnical data General Site investigations Ground water |
| 16 | Flood tides and waves Climate Trees |
| 17 | Soil properties General Unit weights of soils (and similar materials) Selection and evaluation of soil parameter values |
| 18 | Clay soils |
| 19 | Œ½ |
| 20 | Strength envelopes for a given pre-consolidation |
| 21 | Cohesionless soils Silts Rock |
| 22 | Œ½ for siliceous sands and gravels Œ½ for rock |
| 23 | Fill |
| 24 | Derivation of Wall friction, base friction and undrained wall adhesion |
| 25 | Externally applied loads |
| 27 | Design philosophy, design method and earth pressures Design philosophy General Limit state design Ultimate limit states |
| 28 | Limit states for earth retaining structures |
| 29 | Limit states for earth retaining structures |
| 30 | Limit states for earth retaining structures Serviceability limit states |
| 31 | Limit states and compatibility of deformations Design values of parameters Applied loads Design soil strength |
| 32 | Design earth pressures Design method Equilibrium calculations |
| 33 | Pressure diagrams Design situations |
| 34 | Calculations based on total and effective stress parameters Design using total stress parameters |
| 35 | Design using effective stress parameters Design values of wall friction, base friction and undrained wall adhesion |
| 36 | Design to structural codes Disturbing forces General At-rest earth pressures |
| 37 | Active earth pressures |
| 38 | Graphical determination of active earth pressure for cohesionless soils |
| 41 | Surcharge loads |
| 43 | Water pressure Construction of earth pressure diagrams for earth retaining structures in multi-layered soil |
| 44 | Flow net determination of pore water pressure |
| 45 | Linear variation in hydraulic head |
| 46 | Graded filter drain |
| 47 | Resistance to movement General Passive earth resistance |
| 49 | Weak rocks Layered soils Water pressures and seepage forces |
| 51 | Design of specific earth retaining structures Interrelation of section 3 and section 4 General Design Gravity walls General Foundations |
| 52 | Mass concrete retaining walls |
| 53 | Foundations of gravity walls |
| 54 | Basic forms of mass concrete walls |
| 56 | Masonry clad mass concrete wall with cavity |
| 57 | Unreinforced masonry retaining walls |
| 58 | Stepped and buttressed retaining walls in unreinforced masonry |
| 59 | Reinforced soil Gabions |
| 61 | Hexagonal woven mesh gabion cage (typical) |
| 62 | Welded mesh gabion cage (typical) |
| 65 | Examples of gabion retaining walls Cribwork |
| 66 | Section and elevation of typical crib wall |
| 67 | Examples of timber cribwork |
| 68 | Examples of reinforced concrete cribwork |
| 69 | Further examples of reinforced concrete cribwork |
| 71 | Reinforced concrete and reinforced masonry walls on spread foundations Reinforced concrete walls (other than basement walls) |
| 72 | Basic forms of reinforced concrete cantilever or stem wall |
| 73 | Basic forms of reinforced concrete counterfort and buttressed walls |
| 75 | Basement walls, excavation, support and retention systems |
| 76 | Temporary support against central dumping Temporary support by fully braced trench |
| 77 | Long flying shores across excavations Fully braced temporary support |
| 78 | Concurrent upward and downward construction |
| 79 | Floors cast on ground with excavation continuing below |
| 80 | Open cut Reinforced and prestressed masonry retaining walls |
| 81 | Reinforced masonry: grouted-cavity construction |
| 82 | Reinforced masonry: Quetta bond construction Reinforced masonry: pocket-type construction |
| 83 | Reinforced hollow blockwork construction |
| 84 | Post-tensioned masonry diaphragm wall construction |
| 86 | Embedded walls General Types of wall and applicability Design |
| 87 | Types of embedded retaining wall |
| 88 | Active pressure diagrams relating to maximum strut loads in braced earth retaining structures |
| 89 | Illustration of method of calculation of bending moments and frame loads by successive stage anal… Steel sheet piling |
| 91 | Selection of pile size to suit driving conditions in granular soils using impact hammers |
| 92 | Selection of pile size to suit driving conditions in cohesive soils |
| 93 | Timber sheet piles |
| 95 | Typical sections of timber sheet piles Detail of driving edge |
| 96 | Reinforced and prestressed concrete sheet piles In situ concrete pile walls |
| 98 | Diaphragm walls |
| 100 | Soldier/king piles Horizontal sheeting (lagging) Vertical sheeting (lagging) |
| 101 | Composite steel soldier piles |
| 102 | Various methods of locating the sheeting (lagging) |
| 103 | Strutted excavations and cofferdams General |
| 104 | Cofferdam for river crossing |
| 105 | Cofferdam in water |
| 107 | Struts, ties, walings and anchorages |
| 109 | Cellular cofferdams |
| 111 | Types of cellular cofferdams |
| 112 | Anchorages General Equilibrium Ground anchorages |
| 113 | Tension piles Deadman anchorages |
| 114 | Types of anchorage |
| 115 | Non-interference of zones for anchored wall |
| 116 | Waterfront structures General Concrete and reinforcement Double wall construction where zones interfere Design |
| 120 | Construction |
| 122 | (normative) Graphs for (normative) Graphs for Active pressure — Horizontal ground surface behind wall: Values of |
| 123 | Passive resistance — Horizontal ground surface behind wall: Values of |
| 124 | Active pressure — Sloping ground surface behind wall: Values of |
| 125 | Active pressure — Sloping ground surface behind wall: Values of |
| 126 | Active pressure — Sloping ground surface behind wall: Values of |
| 127 | Passive resistance — Sloping ground surface behind wall: Values of |
| 128 | Passive resistance — Sloping ground surface behind wall: Values of |
| 129 | Passive resistance — Sloping ground surface behind wall: Values of |
| 130 | (informative) Traditional design methods for embedded walls (informative) Traditional design methods for embedded walls General Gross pressure method Net available passive resistance method |
| 131 | Different methods of assessing the ratio of restoring moments of over turning moments Strength factor method Nett pressure method |
| 132 | End fixity method |
| 133 | (informative) Bibliography (informative) Bibliography |
| 137 | Index |
