{"id":218142,"date":"2024-10-19T14:09:03","date_gmt":"2024-10-19T14:09:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-6694-12011\/"},"modified":"2024-10-25T07:21:26","modified_gmt":"2024-10-25T07:21:26","slug":"bsi-pd-6694-12011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-6694-12011\/","title":{"rendered":"BSI PD 6694-1:2011"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
9<\/td>\n | Table\u00a01\u2003Latin letters <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Table\u00a02\u2003Greek letters \tTable\u00a03\tAbbreviations <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | \tTable 4\t\u03d5\u2019cv for fine soils <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Table 5\u2003j\u2019cv for coarse soils <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Table\u00a06\u2003Values of Ka for a vertical face when \u03b4 = \u03b2 <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure 1\u2003Earth pressure on retaining structures <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Figure 2\u2003Horizontal surcharge model <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Table\u00a07\u2003Horizontal surcharge model for highway traffic loading <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Figure 3\u2003Lateral and vertical dispersion of finite line loads for calculating horizontal surcharge pressure <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Figure 4\u2003Types of abutment for integral bridge construction <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | \tTable\u00a08\tMaximum (unfavourable) values of Kp;t <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Figure 5\u2003\ufffdEarth pressure distributions for abutments which accommodate thermal expansion by rotation and\/or flexure <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Figure 6\u2003Pressure coefficient envelope <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Figure 7\u2003Twisting of skewed structure <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | \tFigure 8\tEquilibrium of horizontal earth wedge behind skew abutment <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Figure 9\u2003Symbols for typical buried box structure <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Figure 10\u2003Transverse load dispersion <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Figure 11\u2003Transverse load\/metre where two dispersion zones overlap <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Figure A.1\u2003Variation in soil shear modulus factor, RF,G, with d\u2019d\/H\u2019 assuming densification to 90% <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Figure A.2\u2003Values of H\u2019 and d\u2019d and illustration of earth pressures <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Table\u00a0B.1\u2003Maximum vertical load with maximum horizontal load <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Table\u00a0B.2\u2003Minimum vertical load with maximum horizontal load <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Table\u00a0B.3\u2003Maximum vertical load with minimum horizontal load <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Table\u00a0B.4\u2003Braking and acceleration with maximum vertical load and active pressure <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Table\u00a0B.5\u2003Braking and acceleration with minimum vertical load and active pressures <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Table\u00a0B.6\u2003Sliding <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Recommendations for the design of structures subject to traffic loading to BS EN 1997-1:2004<\/b><\/p>\n |