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NOMENCLATURE XIII σ ′ z Effective vertical stress in soil τ Shear stress τ1−0 Degree of fixity ε Compression ε Angle of end tangent εu Minimum elongation at failure ϕ Angle of friction ϕu Undrained angle of friction ϑ Angle of slip plane ξ Length component Latin symbols a Length aA Ab Anchor spacing Bearing area Ak,exist Energy absorption capacity of a dolphin Aposs As Possible anchor force when verifying lower slip plane Cross-sectional area B Resultant reaction C Cohesion force; factor for method of driving; BLUM equivalent force c Cohesion; ground wave propagation velocity; change in load below point of zero loading; spring constant for design of elastic dolphins CC cfu cfv Ch crv Compression coefficient Undrained shear strength in vane shear test Maximum shear resistance in vane shear test Horizontal component of BLUM equivalent force Residual shear resistance in vane shear test
XIV NOMENCLATURE cu Undrained cohesion D In situ density D Degree of damping d Thickness of stratum d60, d10 Particle diameter for 60% or 10% passing through sieve E Elastic modulus E Resultant earth pressure force e Earth pressure ordinate emin e Void ratio Ed ES E r ph,mob E r ph e r ph Minimum earth pressure ordinate Design value for general action effect Modulus of compressibility Mobilised three-dimensional passive earth pressure Three-dimensional passive earth pressure Ordinate of three-dimensional earth pressure f Frequency f Horizontal deflection of dolphin at the level of the point of force application maxf Maximum dolphin deformation Fd Fst fs fs FS ft,0.1 fu fy Dynamic force Static force Skin friction in cone penetrometer test Hydrodynamic pressure Force of ship impact Stress in steel tension member at 0.1% permanent strain Tensile strength Yield strength G Weight
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 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:
4.3. TAKING ACCOUNT OF GROUNDWATER
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4.3. TAKING ACCOUNT OF GROUNDWATER
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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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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
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6.6. STRUCTURAL CALCULATIONS 105 Kr
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6.6. STRUCTURAL CALCULATIONS 107 Ca
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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
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6.7. ANALYSES FOR THE ULTIMATE LIMI
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6.9. OVERALL STABILITY 129 DIN 1054
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6.9. OVERALL STABILITY 131 Example
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Chapter 7 Ground anchors 7.1 Types
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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
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7.3. DESIGN 141 Example 7.3 Pull-ou
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7.3. DESIGN 143 7.3.5 Verification
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7.3. DESIGN 145 If Qk is not determ
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7.3. DESIGN 147 4. Weight of body o
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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
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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
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8.3. EXAMPLE OF APPLICATION 165 Fig
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8.3. EXAMPLE OF APPLICATION 167 . .
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Chapter 9 Dolphins 9.1 General Dolp
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9.3. DETERMINING THE PASSIVE EARTH
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9.4. SPRING CONSTANTS 173 c = F f (
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Chapter 10 Choosing pile sections T
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Bibliography [1] Bathe, K.-J.: Fini
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BIBLIOGRAPHY 179 [32] Recommendatio
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Appendix A Section tables for preli
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HOESCH sections, UNION straight-web
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PEINE P locking bar ▲ ▲ y ▲
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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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