{"id":217545,"date":"2024-10-19T14:06:39","date_gmt":"2024-10-19T14:06:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-80021994\/"},"modified":"2024-10-25T07:15:05","modified_gmt":"2024-10-25T07:15:05","slug":"bs-80021994","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-80021994\/","title":{"rendered":"BS 8002:1994"},"content":{"rendered":"

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.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nBRITISH STANDARD <\/td>\n<\/tr>\n
2<\/td>\nCommittees responsible for this British\ufffdStandard <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
9<\/td>\nIntroduction
Scope
References
Definitions
active earth pressure
conservative values
design situation <\/td>\n<\/tr>\n
10<\/td>\ndesign 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 <\/td>\n<\/tr>\n
11<\/td>\nmobilization factor
passive earth resistance
rapid shearing
representative soil strength
serviceability limit state
ultimate limit state
unplanned excavation <\/td>\n<\/tr>\n
12<\/td>\nMajor symbols <\/td>\n<\/tr>\n
13<\/td>\nSelection and types of structure
General
Selection of type <\/td>\n<\/tr>\n
15<\/td>\nData for design
Site and geotechnical data
General
Site investigations
Ground water <\/td>\n<\/tr>\n
16<\/td>\nFlood tides and waves
Climate
Trees <\/td>\n<\/tr>\n
17<\/td>\nSoil properties
General
Unit weights of soils (and similar materials)
Selection and evaluation of soil parameter values <\/td>\n<\/tr>\n
18<\/td>\nClay soils <\/td>\n<\/tr>\n
19<\/td>\n\u0152\u00bd <\/td>\n<\/tr>\n
20<\/td>\nStrength envelopes for a given pre-consolidation <\/td>\n<\/tr>\n
21<\/td>\nCohesionless soils
Silts
Rock <\/td>\n<\/tr>\n
22<\/td>\n\u0152\u00bd for siliceous sands and gravels
\u0152\u00bd for rock <\/td>\n<\/tr>\n
23<\/td>\nFill <\/td>\n<\/tr>\n
24<\/td>\nDerivation of
Wall friction, base friction and undrained wall adhesion <\/td>\n<\/tr>\n
25<\/td>\nExternally applied loads <\/td>\n<\/tr>\n
27<\/td>\nDesign philosophy, design method and earth pressures
Design philosophy
General
Limit state design
Ultimate limit states <\/td>\n<\/tr>\n
28<\/td>\nLimit states for earth retaining structures <\/td>\n<\/tr>\n
29<\/td>\nLimit states for earth retaining structures <\/td>\n<\/tr>\n
30<\/td>\nLimit states for earth retaining structures
Serviceability limit states <\/td>\n<\/tr>\n
31<\/td>\nLimit states and compatibility of deformations
Design values of parameters
Applied loads
Design soil strength <\/td>\n<\/tr>\n
32<\/td>\nDesign earth pressures
Design method
Equilibrium calculations <\/td>\n<\/tr>\n
33<\/td>\nPressure diagrams
Design situations <\/td>\n<\/tr>\n
34<\/td>\nCalculations based on total and effective stress parameters
Design using total stress parameters <\/td>\n<\/tr>\n
35<\/td>\nDesign using effective stress parameters
Design values of wall friction, base friction and undrained wall adhesion <\/td>\n<\/tr>\n
36<\/td>\nDesign to structural codes
Disturbing forces
General
At-rest earth pressures <\/td>\n<\/tr>\n
37<\/td>\nActive earth pressures <\/td>\n<\/tr>\n
38<\/td>\nGraphical determination of active earth pressure for cohesionless soils <\/td>\n<\/tr>\n
41<\/td>\nSurcharge loads <\/td>\n<\/tr>\n
43<\/td>\nWater pressure
Construction of earth pressure diagrams for earth retaining structures in multi-layered soil <\/td>\n<\/tr>\n
44<\/td>\nFlow net determination of pore water pressure <\/td>\n<\/tr>\n
45<\/td>\nLinear variation in hydraulic head <\/td>\n<\/tr>\n
46<\/td>\nGraded filter drain <\/td>\n<\/tr>\n
47<\/td>\nResistance to movement
General
Passive earth resistance <\/td>\n<\/tr>\n
49<\/td>\nWeak rocks
Layered soils
Water pressures and seepage forces <\/td>\n<\/tr>\n
51<\/td>\nDesign of specific earth retaining structures
Interrelation of section 3 and section 4
General
Design
Gravity walls
General
Foundations <\/td>\n<\/tr>\n
52<\/td>\nMass concrete retaining walls <\/td>\n<\/tr>\n
53<\/td>\nFoundations of gravity walls <\/td>\n<\/tr>\n
54<\/td>\nBasic forms of mass concrete walls <\/td>\n<\/tr>\n
56<\/td>\nMasonry clad mass concrete wall with cavity <\/td>\n<\/tr>\n
57<\/td>\nUnreinforced masonry retaining walls <\/td>\n<\/tr>\n
58<\/td>\nStepped and buttressed retaining walls in unreinforced masonry <\/td>\n<\/tr>\n
59<\/td>\nReinforced soil
Gabions <\/td>\n<\/tr>\n
61<\/td>\nHexagonal woven mesh gabion cage (typical) <\/td>\n<\/tr>\n
62<\/td>\nWelded mesh gabion cage (typical) <\/td>\n<\/tr>\n
65<\/td>\nExamples of gabion retaining walls
Cribwork <\/td>\n<\/tr>\n
66<\/td>\nSection and elevation of typical crib wall <\/td>\n<\/tr>\n
67<\/td>\nExamples of timber cribwork <\/td>\n<\/tr>\n
68<\/td>\nExamples of reinforced concrete cribwork <\/td>\n<\/tr>\n
69<\/td>\nFurther examples of reinforced concrete cribwork <\/td>\n<\/tr>\n
71<\/td>\nReinforced concrete and reinforced masonry walls on spread foundations
Reinforced concrete walls (other than basement walls) <\/td>\n<\/tr>\n
72<\/td>\nBasic forms of reinforced concrete cantilever or stem wall <\/td>\n<\/tr>\n
73<\/td>\nBasic forms of reinforced concrete counterfort and buttressed walls <\/td>\n<\/tr>\n
75<\/td>\nBasement walls, excavation, support and retention systems <\/td>\n<\/tr>\n
76<\/td>\nTemporary support against central dumping
Temporary support by fully braced trench <\/td>\n<\/tr>\n
77<\/td>\nLong flying shores across excavations
Fully braced temporary support <\/td>\n<\/tr>\n
78<\/td>\nConcurrent upward and downward construction <\/td>\n<\/tr>\n
79<\/td>\nFloors cast on ground with excavation continuing below <\/td>\n<\/tr>\n
80<\/td>\nOpen cut
Reinforced and prestressed masonry retaining walls <\/td>\n<\/tr>\n
81<\/td>\nReinforced masonry: grouted-cavity construction <\/td>\n<\/tr>\n
82<\/td>\nReinforced masonry: Quetta bond construction
Reinforced masonry: pocket-type construction <\/td>\n<\/tr>\n
83<\/td>\nReinforced hollow blockwork construction <\/td>\n<\/tr>\n
84<\/td>\nPost-tensioned masonry diaphragm wall construction <\/td>\n<\/tr>\n
86<\/td>\nEmbedded walls
General
Types of wall and applicability
Design <\/td>\n<\/tr>\n
87<\/td>\nTypes of embedded retaining wall <\/td>\n<\/tr>\n
88<\/td>\nActive pressure diagrams relating to maximum strut loads in braced earth retaining structures <\/td>\n<\/tr>\n
89<\/td>\nIllustration of method of calculation of bending moments and frame loads by successive stage anal…
Steel sheet piling <\/td>\n<\/tr>\n
91<\/td>\nSelection of pile size to suit driving conditions in granular soils using impact hammers <\/td>\n<\/tr>\n
92<\/td>\nSelection of pile size to suit driving conditions in cohesive soils <\/td>\n<\/tr>\n
93<\/td>\nTimber sheet piles <\/td>\n<\/tr>\n
95<\/td>\nTypical sections of timber sheet piles
Detail of driving edge <\/td>\n<\/tr>\n
96<\/td>\nReinforced and prestressed concrete sheet piles
In situ concrete pile walls <\/td>\n<\/tr>\n
98<\/td>\nDiaphragm walls <\/td>\n<\/tr>\n
100<\/td>\nSoldier\/king piles
Horizontal sheeting (lagging)
Vertical sheeting (lagging) <\/td>\n<\/tr>\n
101<\/td>\nComposite steel soldier piles <\/td>\n<\/tr>\n
102<\/td>\nVarious methods of locating the sheeting (lagging) <\/td>\n<\/tr>\n
103<\/td>\nStrutted excavations and cofferdams
General <\/td>\n<\/tr>\n
104<\/td>\nCofferdam for river crossing <\/td>\n<\/tr>\n
105<\/td>\nCofferdam in water <\/td>\n<\/tr>\n
107<\/td>\nStruts, ties, walings and anchorages <\/td>\n<\/tr>\n
109<\/td>\nCellular cofferdams <\/td>\n<\/tr>\n
111<\/td>\nTypes of cellular cofferdams <\/td>\n<\/tr>\n
112<\/td>\nAnchorages
General
Equilibrium
Ground anchorages <\/td>\n<\/tr>\n
113<\/td>\nTension piles
Deadman anchorages <\/td>\n<\/tr>\n
114<\/td>\nTypes of anchorage <\/td>\n<\/tr>\n
115<\/td>\nNon-interference of zones for anchored wall <\/td>\n<\/tr>\n
116<\/td>\nWaterfront structures
General
Concrete and reinforcement
Double wall construction where zones interfere
Design <\/td>\n<\/tr>\n
120<\/td>\nConstruction <\/td>\n<\/tr>\n
122<\/td>\n(normative) Graphs for
(normative) Graphs for
Active pressure \u2014 Horizontal ground surface behind wall: Values of <\/td>\n<\/tr>\n
123<\/td>\nPassive resistance \u2014 Horizontal ground surface behind wall: Values of <\/td>\n<\/tr>\n
124<\/td>\nActive pressure \u2014 Sloping ground surface behind wall: Values of <\/td>\n<\/tr>\n
125<\/td>\nActive pressure \u2014 Sloping ground surface behind wall: Values of <\/td>\n<\/tr>\n
126<\/td>\nActive pressure \u2014 Sloping ground surface behind wall: Values of <\/td>\n<\/tr>\n
127<\/td>\nPassive resistance \u2014 Sloping ground surface behind wall: Values of <\/td>\n<\/tr>\n
128<\/td>\nPassive resistance \u2014 Sloping ground surface behind wall: Values of <\/td>\n<\/tr>\n
129<\/td>\nPassive resistance \u2014 Sloping ground surface behind wall: Values of <\/td>\n<\/tr>\n
130<\/td>\n(informative) Traditional design methods for embedded walls
(informative) Traditional design methods for embedded walls
General
Gross pressure method
Net available passive resistance method <\/td>\n<\/tr>\n
131<\/td>\nDifferent methods of assessing the ratio of restoring moments of over turning moments
Strength factor method
Nett pressure method <\/td>\n<\/tr>\n
132<\/td>\nEnd fixity method <\/td>\n<\/tr>\n
133<\/td>\n(informative) Bibliography
(informative) Bibliography <\/td>\n<\/tr>\n
137<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Code of practice for earth retaining structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2001<\/td>\n144<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":217551,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-217545","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/217545","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/217551"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=217545"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=217545"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=217545"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}