pdf (3.6 MB) - ThyssenKrupp Bautechnik

More documents

Recommendations

Info

Sheet Piling Handbook Design <strong>ThyssenKrupp</strong> GfT <strong>Bautechnik</strong> GmbH HSP HOESCH Spundwand und Profil GmbH III
IV All the details contained in this handbook are non-binding. We reserve the right to make changes. Reproduction, even of extracts, is permitted only with our consent.
Page 2: Sheet Piling Handbook Design I
Page 8 and 9: Contents 1 Introduction 1 2 Sheet p
Page 10 and 11: CONTENTS IX 5.7.7 Three-dimensional
Page 12 and 13: Nomenclature Greek symbols α Reduc
Page 14 and 15: NOMENCLATURE XIII σ ′ z Effectiv
Page 16 and 17: NOMENCLATURE XV g Acceleration due
Page 18 and 19: NOMENCLATURE XVII Indices 0 steady-
Page 20 and 21: Chapter 1 Introduction The history
Page 22 and 23: incomplete insight into the current
Page 24 and 25: Chapter 2 Sheet pile walls 2.1 Sect
Page 26 and 27: 2.1. SECTIONS AND INTERLOCKS 7 PZi
Page 28 and 29: 2.2. PROPERTIES OF STEEL 9 Table 2.
Page 30 and 31: 2.2. PROPERTIES OF STEEL 11 The rea
Page 32 and 33: 2.3. DRIVING SHEET PILE WALLS 13 co
Page 34 and 35: 2.3. DRIVING SHEET PILE WALLS 15 Fi
Page 36 and 37: 2.3. DRIVING SHEET PILE WALLS 17 Ba
Page 38 and 39: 2.3. DRIVING SHEET PILE WALLS 19 Ta
Page 40 and 41: 2.3. DRIVING SHEET PILE WALLS 21 Fi
Page 42 and 43: Chapter 3 Subsoil In order to guara
Page 44 and 45: 3.1. FIELD TESTS 25 ν =15.2lg qc +
Page 46 and 47: 3.2. LABORATORY TESTS 27 3.2 Labora
Page 48 and 49: 3.2. LABORATORY TESTS 29 3.2.4 Unco
Page 50 and 51: 3.2. LABORATORY TESTS 31 Figure 3.4
Page 52 and 53: 3.3. SOIL PARAMETERS 33 • Unconso
Page 54 and 55:
Table 3.5: Characteristic values of
Page 56 and 57:
Nr. 1 2 3 4 5 6 7 8 9 10 18 Inorgan
Page 58 and 59:
Chapter 4 Groundwater If a sheet pi
Page 60 and 61:
4.2. EXCESS HYDROSTATIC PRESSURE 41
Page 62 and 63:
4.3. TAKING ACCOUNT OF GROUNDWATER
Page 64 and 65:
Page 66 and 67:
Page 68 and 69:
4.4. HYDRAULIC GROUND FAILURE 49 Δ
Page 70 and 71:
4.4. HYDRAULIC GROUND FAILURE 51 Δ
Page 72 and 73:
Chapter 5 Earth pressure 5.1 Genera
Page 74 and 75:
5.2. LIMIT AND INTERMEDIATE VALUES
Page 76 and 77:
Page 78 and 79:
Page 80 and 81:
5.3. EARTH PRESSURE DISTRIBUTION 61
Page 82 and 83:
5.4. CALCULATING THE EARTH PRESSURE
Page 84 and 85:
Page 86 and 87:
Page 88 and 89:
5.6. EARTH PRESSURE DUE TO UNCONFIN
Page 90 and 91:
5.7. CONSIDERING SPECIAL BOUNDARY C
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
5.8. EARTH PRESSURE REDISTRIBUTION
Page 98 and 99:
5.9. EXAMPLES OF EARTH PRESSURE CAL
Page 100 and 101:
5.9. EXAMPLES OF EARTH PRESSURE CAL
Page 102 and 103:
Chapter 6 Design of sheet pile wall
Page 104 and 105:
6.2. SAFETY CONCEPT 85 • Safety c
Page 106 and 107:
6.3. ACTIONS AND ACTION EFFECTS 87
Page 108 and 109:
6.5. STRUCTURAL SYSTEMS 89 Merely t
Page 110 and 111:
6.5. STRUCTURAL SYSTEMS 91 the wall
Page 112 and 113:
6.5. STRUCTURAL SYSTEMS 93 Figure 6
Page 114 and 115:
6.6. STRUCTURAL CALCULATIONS 95 Fig
Page 116 and 117:
6.6. STRUCTURAL CALCULATIONS 97 Fig
Page 118 and 119:
6.6. STRUCTURAL CALCULATIONS 99 If
Page 120 and 121:
6.6. STRUCTURAL CALCULATIONS 101 Th
Page 122 and 123:
6.6. STRUCTURAL CALCULATIONS 103 Ex
Page 124 and 125:
6.6. STRUCTURAL CALCULATIONS 105 Kr
Page 126 and 127:
6.6. STRUCTURAL CALCULATIONS 107 Ca
Page 128 and 129:
6.6. STRUCTURAL CALCULATIONS 109 Th
Page 130 and 131:
6.6. STRUCTURAL CALCULATIONS 111 Fi
Page 132 and 133:
6.6. STRUCTURAL CALCULATIONS 113 Ex
Page 134 and 135:
6.6. STRUCTURAL CALCULATIONS 115 6.
Page 136 and 137:
6.6. STRUCTURAL CALCULATIONS 117 Ca
Page 138 and 139:
6.7. ANALYSES FOR THE ULTIMATE LIMI
Page 140 and 141:
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
6.9. OVERALL STABILITY 129 DIN 1054
Page 150 and 151:
6.9. OVERALL STABILITY 131 Example
Page 152 and 153:
Chapter 7 Ground anchors 7.1 Types
Page 154 and 155:
7.1. TYPES OF GROUND ANCHORS 135 eq
Page 156 and 157:
7.3. DESIGN 137 • Design against
Page 158 and 159:
7.3. DESIGN 139 Example 7.1 Design
Page 160 and 161:
7.3. DESIGN 141 Example 7.3 Pull-ou
Page 162 and 163:
7.3. DESIGN 143 7.3.5 Verification
Page 164 and 165:
7.3. DESIGN 145 If Qk is not determ
Page 166 and 167:
7.3. DESIGN 147 4. Weight of body o
Page 168 and 169:
7.3. DESIGN 149 4. Weight of body o
Page 170 and 171:
7.5. CONSTRUCTION DETAILS 151 Figur
Page 172 and 173:
7.5. CONSTRUCTION DETAILS 153 Figur
Page 174 and 175:
Chapter 8 Using FEM for the design
Page 176 and 177:
8.2. RECOMMENDATIONS REGARDING THE
Page 178 and 179:
8.3. EXAMPLE OF APPLICATION 159 -9.
Page 180 and 181:
8.3. EXAMPLE OF APPLICATION 161 41
Page 182 and 183:
8.3. EXAMPLE OF APPLICATION 163 A s
Page 184 and 185:
8.3. EXAMPLE OF APPLICATION 165 Fig
Page 186 and 187:
8.3. EXAMPLE OF APPLICATION 167 . .
Page 188 and 189:
Chapter 9 Dolphins 9.1 General Dolp
Page 190 and 191:
9.3. DETERMINING THE PASSIVE EARTH
Page 192 and 193:
9.4. SPRING CONSTANTS 173 c = F f (
Page 194 and 195:
Chapter 10 Choosing pile sections T
Page 196 and 197:
Bibliography [1] Bathe, K.-J.: Fini
Page 198 and 199:
BIBLIOGRAPHY 179 [32] Recommendatio
Page 200 and 201:
Appendix A Section tables for preli
Page 202 and 203:
HOESCH sections, UNION straight-web
Page 204 and 205:
PEINE P locking bar ▲ ▲ y ▲
Page 206 and 207:
Selection from the complete range C
Page 208 and 209:
Appendix B Round steel tie rods 189
Page 210 and 211:
Round steel tie rods to EAU 2004 Ti
Page 212:
INDEX 193 loadbearing effect of ten
show all

pdf (3.6 MB) - ThyssenKrupp Bautechnik

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?