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BSI PD 6694-1:2011

$215.11

Recommendations for the design of structures subject to traffic loading to BS EN 1997-1:2004

Published By Publication Date Number of Pages
BSI 2011 72
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PDF Pages PDF Title
9 Table 1 Latin letters
10 Table 2 Greek letters
Table 3 Abbreviations
13 Table 4 ϕ’cv for fine soils
14 Table 5 j’cv for coarse soils
18 Table 6 Values of Ka for a vertical face when δ = β
20 Figure 1 Earth pressure on retaining structures
24 Figure 2 Horizontal surcharge model
25 Table 7 Horizontal surcharge model for highway traffic loading
26 Figure 3 Lateral and vertical dispersion of finite line loads for calculating horizontal surcharge pressure
31 Figure 4 Types of abutment for integral bridge construction
33 Table 8 Maximum (unfavourable) values of Kp;t
35 Figure 5 �Earth pressure distributions for abutments which accommodate thermal expansion by rotation and/or flexure
38 Figure 6 Pressure coefficient envelope
41 Figure 7 Twisting of skewed structure
42 Figure 8 Equilibrium of horizontal earth wedge behind skew abutment
44 Figure 9 Symbols for typical buried box structure
46 Figure 10 Transverse load dispersion
47 Figure 11 Transverse load/metre where two dispersion zones overlap
54 Figure A.1 Variation in soil shear modulus factor, RF,G, with d’d/H’ assuming densification to 90%
55 Figure A.2 Values of H’ and d’d and illustration of earth pressures
60 Table B.1 Maximum vertical load with maximum horizontal load
61 Table B.2 Minimum vertical load with maximum horizontal load
62 Table B.3 Maximum vertical load with minimum horizontal load
63 Table B.4 Braking and acceleration with maximum vertical load and active pressure
64 Table B.5 Braking and acceleration with minimum vertical load and active pressures
66 Table B.6 Sliding
BSI PD 6694-1:2011
$215.11