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

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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