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Nomenclature Greek symbols α Reduction coefficient; factor for adapting embedment depth; angle of wall β Slope of ground Δe Change in earth pressure ordinate Δh Difference in hydraulic head Δt Driving allowance Δw Hydrostatic pressure difference δ Angle of wall friction δij Deformation at point i due to action j η Adjustment factor γ Unit weight ¯γ Averaged unit weight γ ′ Submerged unit weight of soil γr γw γϕ γA γB γcu γc Saturated unit weight of soil Unit weight of water Partial safety factor for coefficient of friction tan ϕ Partial safety factor for resistance of grout Partial safety factor for pull-out resistance of flexible reinforcing elements Partial safety factor for cohesion of undrained soil Partial safety factor for cohesion XI
XII NOMENCLATURE γE0g γEp γG,dst γG,stb γGl γGr γG γH γM γN γPc γPt γP γQ,dst γQ γZ Partial safety factor for permanent actions due to steady-state earth pressure Partial safety factor for passive earth pressure Partial safety factor for unfavourable permanent loads at limit state LS 1A Partial safety factor for favourable permanent loads at limit state LS 1A Partial safety factor for resistance to sliding Partial safety factor for resistance to ground failure Partial safety factor for general permanent actions Partial safety factor for actions due to flow Partial safety factor for material strength Partial safety factor for the pull-out resistance of the steel tension member of a grouted anchor Partial safety factor for pile compression resistance during pile loading test Partial safety factor for pile tension resistance during pile loading test Partial safety factor for pile resistance to tension and compression based on empirical values Partial safety factor for unfavourable variable actions at limit state LS 1A Partial safety factor for unfavourable variable actions Partial safety factor for tension piles λ Wavelength λr Wavelength of surface wave μ Degree of utilisation ν Compressibility coefficient Ω Exciting frequency ω Compressibility exponent ρd ρS σ Stress σz Oven-dry density Particle density Vertical stress in soil
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 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
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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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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
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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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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
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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
Page 162 and 163:
7.3. DESIGN 143 7.3.5 Verification
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7.3. DESIGN 145 If Qk is not determ
Page 166 and 167:
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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