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 |
PDF Catalog
PDF Pages | PDF Title |
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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 |