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NOMENCLATURE XV g Acceleration due to gravity h Hydraulic head H Height h Depth ordinate when determining embedment length of dolphins h Vertical seepage path hZ hsum Cantilever length of dolphin Total length of dolphin I Second moment of area i Hydraulic gradient IC ID IP Consistency index Relative in situ density Plasticity index K Coefficient of active earth pressure ¯K Averaged coefficient of active earth pressure k Coefficient of permeability l Length lr Minimum anchoring length M Bending moment m Mass; factor after BLUM N Normal force n Porosity; number of potential lines; factor after BLUM N10 Number of blows per 10 cm penetration P Force; power p Variable ground surcharge Q Shear force; reaction due to friction qc qu Toe resistance for cone penetrometer test Unconfined compressive strength
XVI NOMENCLATURE qs Skin friction R Distance to source of vibration Rd Rf RM Rb ru Design value for general resistance Friction ratio Material resistance Toe resistance Distance between centre of gravity of eccentric mass and centre of rotation S Hydrodynamic force T Shear force t Embedment depth; time U Perimeter of cross-section; uniformity coefficient; force due to hydrostatic pressure u Point of zero load v Flow velocity ¯v Amplitude of oscillation velocity V General vertical force w Water content; energy of a source of vibration; hydrostatic pressure w ′ Rotation wL wP wu Wy Water content at liquid limit Water content at plastic limit Excess hydrostatic pressure Moment of resistance x Variable after BLUM Z Tensile strength of anchor z Depth zg zp zv Geodesic head Hydraulic head Velocity head
Page 2: Sheet Piling Handbook Design I
Page 5 and 6: IV All the details contained in thi
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 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: 4.3. TAKING ACCOUNT OF GROUNDWATER
Page 66 and 67:
4.3. TAKING ACCOUNT OF GROUNDWATER
Page 68 and 69:
4.4. HYDRAULIC GROUND FAILURE 49 Δ
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4.4. HYDRAULIC GROUND FAILURE 51 Δ
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Chapter 5 Earth pressure 5.1 Genera
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5.2. LIMIT AND INTERMEDIATE VALUES
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5.3. EARTH PRESSURE DISTRIBUTION 61
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5.4. CALCULATING THE EARTH PRESSURE
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5.6. EARTH PRESSURE DUE TO UNCONFIN
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5.7. CONSIDERING SPECIAL BOUNDARY C
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Page 94 and 95:
Page 96 and 97:
5.8. EARTH PRESSURE REDISTRIBUTION
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5.9. EXAMPLES OF EARTH PRESSURE CAL
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5.9. EXAMPLES OF EARTH PRESSURE CAL
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Chapter 6 Design of sheet pile wall
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6.2. SAFETY CONCEPT 85 • Safety c
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6.3. ACTIONS AND ACTION EFFECTS 87
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6.5. STRUCTURAL SYSTEMS 89 Merely t
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6.5. STRUCTURAL SYSTEMS 91 the wall
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6.5. STRUCTURAL SYSTEMS 93 Figure 6
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6.6. STRUCTURAL CALCULATIONS 95 Fig
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6.6. STRUCTURAL CALCULATIONS 97 Fig
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6.6. STRUCTURAL CALCULATIONS 99 If
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6.6. STRUCTURAL CALCULATIONS 101 Th
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6.6. STRUCTURAL CALCULATIONS 103 Ex
Page 124 and 125:
6.6. STRUCTURAL CALCULATIONS 105 Kr
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6.6. STRUCTURAL CALCULATIONS 107 Ca
Page 128 and 129:
6.6. STRUCTURAL CALCULATIONS 109 Th
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6.6. STRUCTURAL CALCULATIONS 111 Fi
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6.6. STRUCTURAL CALCULATIONS 113 Ex
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6.6. STRUCTURAL CALCULATIONS 115 6.
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6.6. STRUCTURAL CALCULATIONS 117 Ca
Page 138 and 139:
6.7. ANALYSES FOR THE ULTIMATE LIMI
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Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
6.9. OVERALL STABILITY 129 DIN 1054
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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
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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
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7.5. CONSTRUCTION DETAILS 151 Figur
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7.5. CONSTRUCTION DETAILS 153 Figur
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Chapter 8 Using FEM for the design
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8.2. RECOMMENDATIONS REGARDING THE
Page 178 and 179:
8.3. EXAMPLE OF APPLICATION 159 -9.
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8.3. EXAMPLE OF APPLICATION 161 41
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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
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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
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BIBLIOGRAPHY 179 [32] Recommendatio
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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
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