Page 65 - Building Regulation and Design Guidelines - Structural (Grey Code)
P. 65

INDEX                                                                                 INDEX




               Figure No.  Figure Title                              Page No.                        Figure No.  Figure Title                              Page No.
               Figure 1.1:  Boreholes Distribution                      13                           Figure 1.29:  Cement Grouting (Slurry Grouting) Technique  45
               Figure 1.2:  Procedures for Standard Penetration Test (SPT)  15                       Figure 1.30:  Compaction Grouting Technique             45
               Figure 1.3:  Rock Core                                   16                           Figure 1.31:  Jet Grouting Technique                    46
               Figure 1.4:  Pressure Meter / Dilatometer Test           17                           Figure 1.32:  Cone Penetration Test (CPT) Readings      48
               Figure 1.5:  Earth Profile                               24                           Figure 1.33.a:  Contiguous Piles Shoring System          51
               Figure 1.6:  Describing Soil Properties                  24                           Figure 1.33.b:  Secant Piles Shoring System              51
               Figure 1.7:  Standard Down Hole Seismic                  26                           Figure 1.33.c:   Soldier Piles Shoring System           52
               Figure 1.8:  Safe angel for open excavation              27                           Figure 1.34:  Shoring Stages of Construction            52
               Figure 1.9:  Shoring Systems                             28                           Figure 1.35:  Tie Back Anchors Method Statement         54
               Figure 1.10  Surface Dewatering System (French Drains)   29                           Figure 1.36:  Tie Back Anchors Stressing Testing        55
               Figure 1.11  Well Point Dewatering System                30                           Figure 1.37:  Method Statement for Different Types of Bored Piles  58
               Figure 1.12  Deep Wells Dewatering System                31                           Figure 1.38:  Method Statement for Drilled Bored Piles  59
               Figure 1.13  Well Pit Details (Running / Finished)       32                           Figure 3.1:  Pre stress bonded system                   80
               Figure 1.14  Details of Dewatering Deep Well             33                           Figure 3.2:  Anchorage system                            81
               Figure 1.15  Piles Distribution                          35                           Figure 3.3:  Pre stress equipment                       82
               Figure 1.16  Wick Drains Technique                       36                           Figure 3.4:  Pre stress strands                         82
               Figure 1.17  Method statement of Dynamic Compaction      37                           Figure 3.5:  Ducts                                      83
               Figure 1.18  Comparison between Dynamic & Vibro Compaction  37                        Figure 3-6:  Ducts Chairs                               83
               Figure 1.19  Range of Soils Suitable for Vibratory Techniques  38                     Figure 3.7:  Shear stud                                 83
               Figure 1.20  The Most Suitable Improvement Technique for both                         Figure 3.8:  Slab thickness                             87
                           Cohesive and Granular Soils                  39
                                                                                                     Figure 3.9:  Banded-distributed systems                 88
               Figure 1.21  Cost Comparison for the Different Improvement                            Figure 3.10:  Factor taking account of long term effects  89
                           Techniques for Granular Soils                39
                                                                                                     Figure 3.11:  U-Bar at the edge of slab and junction of wall and slab  90
               Figure 1.22  Deep Compaction (Vibro Compaction) Technique  40
                                                                                                     Figure 3.12:  Anti Burst steel at dead and live ends    90
               Figure 1.23  Deep Compaction (Vibro Compaction) Method
                           Statement                                    41                           Figure 3.13:  Common Precast Concrete products          93
               Figure 1.24  Dynamic Compaction Technique                41                           Figure 3.14.a:  Supplemental Lifting Points             95
               Figure 1.25  Vibro-replacement Stone Columns Technique   42                           Figure 3.14.b:  Force in Lift Lines                     95
               Figure 1.26  Deep Mixing (Soil Mixing) Technique         43                           Figure 3.14.c:   Moment caused by eccentric lifting     96
               Figure 1.27  Different Procedures of Grouting Techniques  44                          Figure 3.14.d:  Arrangement for equalizing lifting loads  96
               Figure 1.28  Permeation Grouting Technique               44                           Figure 3.14.e:  Hook lifting                            97

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