{"id":224626,"date":"2024-10-19T14:35:43","date_gmt":"2024-10-19T14:35:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-6349-22019-tc\/"},"modified":"2024-10-25T08:21:50","modified_gmt":"2024-10-25T08:21:50","slug":"bs-6349-22019-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-6349-22019-tc\/","title":{"rendered":"BS 6349-2:2019 – TC"},"content":{"rendered":"

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
255<\/td>\nForeword <\/td>\n<\/tr>\n
258<\/td>\n1 Scope
2 Normative references <\/td>\n<\/tr>\n
259<\/td>\n3 Terms, definitions and symbols <\/td>\n<\/tr>\n
262<\/td>\n4 General design of quay walls, jetties and dolphins
4.1 General <\/td>\n<\/tr>\n
267<\/td>\n4.2 Design situations <\/td>\n<\/tr>\n
268<\/td>\n4.3 Actions <\/td>\n<\/tr>\n
271<\/td>\n4.4 Deflection control and deformations <\/td>\n<\/tr>\n
272<\/td>\nTable 1 \u2014 Operational deflection limits for maritime structures other than flexible dolphins
4.5 Choice of structure <\/td>\n<\/tr>\n
275<\/td>\n4.6 Construction tolerances <\/td>\n<\/tr>\n
277<\/td>\n4.7 Environmental impact
4.8 Control of external water effects <\/td>\n<\/tr>\n
278<\/td>\n4.9 Specific recommendations for quay walls <\/td>\n<\/tr>\n
281<\/td>\n4.10 Durability <\/td>\n<\/tr>\n
282<\/td>\n4.11 Services and equipment <\/td>\n<\/tr>\n
284<\/td>\nFigure 1 \u2014 Examples of crane rail foundation arrangements <\/td>\n<\/tr>\n
285<\/td>\n5 Embedded retaining walls
5.1 General
5.2 Suitability of embedded retaining wall structures <\/td>\n<\/tr>\n
286<\/td>\n5.3 Materials for embedded retaining walls <\/td>\n<\/tr>\n
288<\/td>\nFigure 2 \u2014 Soldier\u2011piled wall: typical cross\u2011section
5.4 Bending resistance of wall <\/td>\n<\/tr>\n
289<\/td>\n5.5 Effects of actions on embedded retaining walls <\/td>\n<\/tr>\n
292<\/td>\n5.6 Design of embedded retaining wall structures <\/td>\n<\/tr>\n
293<\/td>\nFigure 3 \u2014 Examples of anchored embedded retaining wall structures <\/td>\n<\/tr>\n
295<\/td>\nFigure 4 \u2014 Effects of flexibility of single-anchored or propped and cantilever embedded walls on earth pressure and resistance <\/td>\n<\/tr>\n
296<\/td>\nFigure 5 \u2014 Location of anchorages in relation to failure planes in retained fill <\/td>\n<\/tr>\n
297<\/td>\nFigure 6 \u2014 Cantilevered embedded retaining wall structure <\/td>\n<\/tr>\n
298<\/td>\nFigure 7 \u2014 Distribution of active earth pressure and passive earth pressures on cantilevered embedded retaining wall structures <\/td>\n<\/tr>\n
299<\/td>\nFigure 8 \u2014 Embedded retaining walls with relieving platform <\/td>\n<\/tr>\n
300<\/td>\nFigure 9 \u2014 Pressure distribution on embedded retaining wall in front of relieving platform <\/td>\n<\/tr>\n
304<\/td>\nFigure 10 \u2014 Embedded retaining wall with auxiliary anchorage: failure planes <\/td>\n<\/tr>\n
305<\/td>\nFigure 11 \u2014 Examples of deadman anchorages <\/td>\n<\/tr>\n
306<\/td>\nFigure 12 \u2014 Examples of cantilever anchorages <\/td>\n<\/tr>\n
307<\/td>\nFigure 13 \u2014 Example of a raking pile anchorage <\/td>\n<\/tr>\n
308<\/td>\nFigure 14 \u2014 Examples of ground anchors <\/td>\n<\/tr>\n
309<\/td>\nFigure 15 \u2014 Examples of anchoring arrangements at corners <\/td>\n<\/tr>\n
310<\/td>\n5.7 Toe level
5.8 Construction sequence <\/td>\n<\/tr>\n
311<\/td>\n5.9 Services and crane tracks <\/td>\n<\/tr>\n
312<\/td>\n6 Gravity walls
6.1 Design of gravity walls <\/td>\n<\/tr>\n
316<\/td>\n6.2 Concrete blockwork walls <\/td>\n<\/tr>\n
318<\/td>\nFigure 16 \u2014 Angle of friction on virtual back of blockwork wall <\/td>\n<\/tr>\n
319<\/td>\n6.3 Precast reinforced concrete walls <\/td>\n<\/tr>\n
320<\/td>\nFigure 17 \u2014 Precast reinforced concrete wall <\/td>\n<\/tr>\n
321<\/td>\n6.4 Concrete caissons
Figure 18 \u2014 Example of capping arrangement for a concrete caisson <\/td>\n<\/tr>\n
325<\/td>\nFigure 19 \u2014 Examples of joints between caissons
6.5 Cellular sheet pile structures <\/td>\n<\/tr>\n
326<\/td>\nFigure 20 \u2014 Examples of cellular sheet pile structures <\/td>\n<\/tr>\n
328<\/td>\nFigure 21 \u2014 Modes of failure of cellular sheet pile structure <\/td>\n<\/tr>\n
329<\/td>\nFigure 22 \u2014 Distribution of active earth pressure and passive earth resistance on a cellular sheet pile structure <\/td>\n<\/tr>\n
330<\/td>\n6.6 Double\u2011wall sheet pile structures <\/td>\n<\/tr>\n
331<\/td>\nFigure 23 \u2014 Example of double\u2011wall sheet pile structure
Figure 24 \u2014 Distribution of active earth pressure and passive earth resistance on a double\u2011wall sheet pile structure <\/td>\n<\/tr>\n
332<\/td>\n6.7 In\u2011situ mass concrete walls <\/td>\n<\/tr>\n
333<\/td>\nFigure 25 \u2014 Example of in\u2011situ mass concrete wall
6.8 In\u2011situ reinforced concrete walls <\/td>\n<\/tr>\n
334<\/td>\nFigure 26 \u2014 Example of in\u2011situ reinforced concrete wall
6.9 Gravity diaphragm walls <\/td>\n<\/tr>\n
335<\/td>\nFigure 27 \u2014 Example of gravity diaphragm wall <\/td>\n<\/tr>\n
336<\/td>\n6.10 Monoliths <\/td>\n<\/tr>\n
337<\/td>\nFigure 28 \u2014 Example of monolith <\/td>\n<\/tr>\n
338<\/td>\nFigure 29 \u2014 Examples of joints between monoliths <\/td>\n<\/tr>\n
339<\/td>\n7 Suspended deck structures
7.1 General
7.2 Suitability <\/td>\n<\/tr>\n
340<\/td>\n7.3 Types of structure
Table 2 \u2014 Pile systems for suspended deck structures <\/td>\n<\/tr>\n
341<\/td>\nFigure 30 \u2014 Examples of suspended deck structures <\/td>\n<\/tr>\n
343<\/td>\n7.4 Overall stability
7.5 Earthworks at marginal quays <\/td>\n<\/tr>\n
344<\/td>\n7.6 Types of bearing pile <\/td>\n<\/tr>\n
347<\/td>\n7.7 Installation of piles <\/td>\n<\/tr>\n
348<\/td>\n7.8 Choice of superstructure <\/td>\n<\/tr>\n
349<\/td>\n7.9 Design approach <\/td>\n<\/tr>\n
350<\/td>\nFigure 31 \u2014 Typical fender support arrangements <\/td>\n<\/tr>\n
353<\/td>\n7.10 Design of piles <\/td>\n<\/tr>\n
354<\/td>\nFigure 32 \u2014 Examples of pile\/deck connections <\/td>\n<\/tr>\n
357<\/td>\n8 Dolphins
8.1 Types of structure <\/td>\n<\/tr>\n
359<\/td>\nFigure 33 \u2014 Examples of flexible dolphins <\/td>\n<\/tr>\n
360<\/td>\nFigure 34 \u2014 Examples of rigid dolphins
8.2 Actions <\/td>\n<\/tr>\n
361<\/td>\n8.3 Design of flexible dolphins <\/td>\n<\/tr>\n
362<\/td>\n8.4 Design of rigid dolphins <\/td>\n<\/tr>\n
363<\/td>\n8.5 Mooring equipment
8.6 Working space
9 Safety and access
9.1 General <\/td>\n<\/tr>\n
364<\/td>\n9.2 Pontoons <\/td>\n<\/tr>\n
365<\/td>\n9.3 Walkways <\/td>\n<\/tr>\n
366<\/td>\n9.4 Stairways for small vessel access <\/td>\n<\/tr>\n
367<\/td>\nFigure 35 \u2014 Typical stairway arrangement for quay walls
9.5 Ladders <\/td>\n<\/tr>\n
369<\/td>\nFigure 36 \u2014 Typical emergency ladder dimensions <\/td>\n<\/tr>\n
371<\/td>\n9.6 Guard-rails
9.7 Toe kerbs
9.8 Wearing surfaces and durability <\/td>\n<\/tr>\n
372<\/td>\n9.9 Life\u2011saving equipment <\/td>\n<\/tr>\n
373<\/td>\nAnnex A (informative)\u2002 Types of construction for concrete blockwork walls <\/td>\n<\/tr>\n
374<\/td>\nFigure A.1 \u2014 Concrete blockwork walls <\/td>\n<\/tr>\n
376<\/td>\nAnnex B (informative)\u2002 Types of superstructure for suspended decks <\/td>\n<\/tr>\n
377<\/td>\nFigure B.1 \u2014 Access trestles <\/td>\n<\/tr>\n
379<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Tracked Changes. Maritime works – Code of practice for the design of quay walls, jetties and dolphins<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2020<\/td>\n0<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":224630,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[796,2641],"product_tag":[],"class_list":{"0":"post-224626","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-47-020-99","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/224626","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\/224630"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=224626"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=224626"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=224626"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}