Pile Design and Construction Practice, Fifth edition

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Name index Ackers, J. C. 476 Adams, J. L. 278, 308, 313, 356 Andersland, O. B. 449–51 Anderson, D. M. 449 Anderson, W. F. 538 Aydinoglu, N. 222 Baguelin, F. 346–9 Baldi, G. 268 Ballisager, C. G. 164 Barkan, D. D. 435 Baudin, C. 9 Beake, R. H. 202 Beattie, D. 392 Beebe, K. E. 424 Beetstra, G. W. 476 Bekaroglu, 222 Belloti, R. 289 Berezantsev, V. G. 165, 167, 168, 230 Bermingham, P. 538 Bessey, G. E. 489 Biddle, A. R. 70 Biggar, K. W. 453, 476 Binns, A. 502 Bittner, R. B. 476 Bjerrum, L. 42, 164, 218, 223, 259, 278 Black, D. R. 58 Bolognesi, A. J. L. 121–2 Bolton, M. D. 187, 458–61 Bond, A. J. 155 Bonnett, D. 418 Bowley, M. J. 489 Brandl, H. 474 Brassinga, H. E. 180 Bretschneider, C. L. 409 Britt, G. B. 70 Broadhead, A. 406 Broms, B. B. 289, 462 Broug, N. W. A. 180 Brown, P. R. 290 Brown, P. T. 256 Brown, T. G. 415 Browne, R. D. 491 Bruce, D. W. 494, 495 Bryden-Smith, D. W. 290 Brzezinski, L. S. 279–81 Buchanan, N. W. 462 Burbidge, M. C. 266 Burland, J. B. 243–4, 263, 265–7, 287, 289, 193–5 Bustamante, M. 58, 63 Butler. F. G. 222, 242, 256, 262, 274, 538 Byle, M. J. 476 Campanella, R. G. 267 Carder, D. R. 476 Carrier, W. D. 258, 268 Cearns, P. J. 504–5 Chambers, S. 537 Chandler, F. W. 274 Chandler, R. J. 222 Chao, W. T. 69, 493 Charue, N. 70 Chellis, R. D. 483, 486 Chin, Fung, Kee, 528–30 Chow, F. C. 181, 185, 221 Chow, Y. K. 278, 280 Christian, J. T. 258, 268 Christoffersen, H. P. 268 Churcher, D. W. 137 Claessen, A. J. M. 220 Clayton, C. R. I. 70, 222, 223 Coday, A. E. 497 Cole, K. W. 280, 281 Cooke, R. W. 161, 287 Cox, W. R. 357 Croasdale, K. R. 414–15 Curtis, R. L. 135, 281 Dailey, J. W. 409 Dalmatov, B. L. 450 Darley, P. 476 Davies, W. W. 396 Davis, A. G. 274
544 Name index Davis, E. H. 354 Davisson, M. T. 340–2, 351–2 De Beer, E. 461–2 De Cock, F. 538 de Gijt, J. G. 180 De Mello, V. 289 Dodds, S. 477 Domone, P. L. J. 491 Driscoll, R. 9 Dunican, P. T. 222 Durgonoglu, H. T. 165 Dutt, R. N. 173 Ealy, C. 538 Easton, B. J. 538 Eglinton, M. S. 489 Ellis, E. A. 476 Ervin, M. C. 537 Farmer, R. H. 485 Farquhar, G. B. 221 Fawcett, A. 137 Fellenius, B. 217 ffrench, R. 418 Fischer, J. A. 473 Fleming, W. G. K. 63, 130, 162, 175, 283, 383, 525 Fookes, P. G. 472 Foriero, A. 454 Forster, A. 222 Fourie, A. 289 Fox, E. N. 259, 261 Frank, R. 144, 149, 219 Free, M. W. 138 Freeman, C. F. 321 Gannon, J. A. 222 Garassino, A. 331 Geddes, W. G. N. 137 George, A. B. 222 Gerwick, B. C. 102, 418, 419 Ghionna, V. 289 Gianeselli, L. 58 Gibson, R. E. 256 Gill, H. L. 340, 342 Gill, S. A. 205 Glanville, W. H. 379 Goble, G. G. 381, 396 Gold, L. W. 450, 451 Gooch, M. N. 290 Goodman, R. E. 199 Grabham, F. R. 70 Grime, G. 398 Hagerty, A. 278 Hall, F. R. 475 Hambly, E. C. 454–6 Hanna, T. H. 43, 278, 526 Hansen, J. B. 165–8, 173, 181, 244–9, 330–5, 346, 356, 358, 363–4, 371 Hanson, W. E. 221 Haque, M. 138, 221 Harris, M. R. 478 Hassam, T. 70 Hawkins, A. B. 397 Hayward, T. 70, 223 Healy, P. R. 138, 160, 195 Hedborg, C. E. 496 Heijnen, W. J. 180 Herbert, S. M. 497 Hight, D. W. 174 Hobbs, N. B. 206, 208 Holeyman, A. 70 Holt, D. A. 61 Hooper, J. A. 286–7 Horvat, E. 220 Horvath, R. G. 206–7, 211 Houlsby, G. T. 460 Hsieh, T. K. 435 Hughes, J. M. 537 Hutchinson, J. N. 321 Huybrechts, N. 538 Irish, K. 435 Irwin, W. W. 450 Jamiolkowski, M. 253–4, 289, 357 Janes, M. 538 Jardine, R. J. ix, 155, 181, 184–5, 187–8, 220, 254–5, 309 Jensen, O. J. 476 Jezequel, J. F. 357 Johannessen, I. J. 218 Johnson, G. H. 453 Johnson, J. W. 424 Jones, A. E. K. 61 Jones, D. A. 164 Jones, D. B. 537 Journeaux, N. L. 206–7 Joustra, K. 504 Kalra, J. C. 263, 287 Kavvadas, M. 9 Kenney, T. C. 222 Kinder, G. 137 Kinoshita, S. 450 Kirby, A. M. 476 Klajnerman, D. 357 Knill, J. L. 475 Koop, F. B. 357 Korhonen, C. 453 Korzhavin, K. N. 415 Kozicki, P. 222 Kraft, L. M. 163
Page 2 and 3:
Pile Design and Construction Practi
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Pile Design and Construction Practi
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Contents Preface to fifth edition i
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7.3 Designing piles to resist drivi
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Preface to fifth edition Piling rig
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Preface to fifth edition xi Pearson
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Chapter 1 General principles and pr
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(a) Backfill Bulb of pressure Appli
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are allowed to be used by Eurocode
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application of different load facto
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Load transfer The contractor’s gu
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(7) Jacked-down steel tube with clo
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Types of pile 13 needed to avoid cr
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(a) (b) Precast concrete Head of ti
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Table 2.2 Modification factor K 2 b
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4d d 10 mm M.S. plate sleeve tarred
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Table 2.3 Working loads and maximum
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Cement content �300 kg/m3 �325
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Types of pile 25 Table 2.5 BS 8004
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(a) (b) (c) (d) Cast iron or cast s
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Sheathing Bottom boards Figure 2.9
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Misplaced bearers Lifting holes Cra
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Section Bayonet plug Plan Locking p
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Existing foundation Precast pile ca
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Types of pile 37 Where very long le
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Types of pile 39 rotate during driv
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Types of pile 41 Because of their r
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(a) (b) Types of pile 43 Figure 2.2
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(a) (b) Welds Welds Types of pile 4
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(a) M.S. plate shoe Welds (b) 2.2.6
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Types of pile 49 brittle fracture r
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(a) (b) (c) Hammer Driving tube Con
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Types of pile 53 all cast-in-place
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Figure 2.28 The TaperTube pile.
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(a) (b) Figure 2.29 (a) The ScrewSo
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Types of pile 59 The simplest form
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Types of pile 61 Transverse reinfor
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Types of pile 63 completion the res
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Types of pile 65 permanently in the
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Types of pile 67 (3) Construction o
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Types of pile 69 can withstand fair
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Chapter 3 Piling equipment and meth
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Piling equipment and methods 73 A r
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Maximum height 26.32 m Usable leade
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Figure 3.4 Liebherr LRH 400 48 m lo
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Piling equipment and methods 79 the
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Piling frame Single-acting hammer S
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Guides for engaging leaders Steam o
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Table 3.1 Characteristics of some s
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Table 3.2 Characteristics of some h
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Piling equipment and methods 89 Tab
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Table 3.4 Characteristics of some d
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Figure 3.16 Driving a pile casing w
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Table 3.5 Continued Piling equipmen
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Soil resistance to driving (MN) 25
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Figure 3.19 Noise-abatement tower u
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Dolly M.S. plate Plastics Hardwood
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Standard elbow bend Detachable scre
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Figure 3.24 Discharging concrete in
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Piling equipment and methods 107 Fi
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Table 3.6 Continued Piling equipmen
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Figure 3.30 Top-hinged under-reamin
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Rotary table Hydraulic motor Water
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Piling equipment and methods 121 sl
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Pile head Pile base 2 holes ∅ 4 m
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Piling equipment and methods 125 Ca
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Piling equipment and methods 127 sm
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Piling equipment and methods 131 Th
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Piling equipment and methods 133 th
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Piling equipment and methods 135 Pi
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Piling equipment and methods 137 ve
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Chapter 4 Calculating the resistanc
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O C Settlement A Reloading Load B U
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Resistance of piles to compressive
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for spread foundations in various c
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structural actions and A2 to geotec
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Geometrical data are concerned with
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Figure 4.3 Failure surfaces for com
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Depth below ground level in m 5.6 1
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(a) (b) Peak adhesion factor a p Le
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orehole or test profile over the pe
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Effective length Shaft friction not
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4.3 Piles in coarse-grained soils 4
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Depth below ground surface (m) Resi
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Depth of penetration (m) 0 0 5 10 1
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using standard penetration tests or
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� � Resistance of piles to comp
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Safety factors generally used in th
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Depth to NAP datum (m) Cone resista
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The conditions at the interface can
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The shear modulus G in equation 4.3
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2.0 OD tubular steel pile with clos
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where Resistance of piles to compre
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eached the point of ultimate resist
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(4) Obtain the safe end-bearing loa
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Vertical force, t t-z curve Vertica
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where the bearing capacity factor:
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and RQD of the rock as shown in Tab
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Depth below ground level (m) 0 5 10
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settlement of the pile are summariz
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Rock socket reduction factor a 1.0
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Table 4.17 � and � values of we
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Influence factor, l p 2.0 1.6 1.2 0
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(a) (b) No load on pile head Residu
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a closed end into a deep deposit of
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Average shearing strength along pil
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It is assumed that the shear streng
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Depth below ground level (m) Figure
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Figure 4.45 Depth below ground leve
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Depth of h(m) Segment (m bql) � h
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For a wall thickness of 19 mm in mi
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Page 256 and 257:
Pile groups under compressive loadi
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24.0 m 16.0 m The comparative group
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where c � cohesion intercept of s
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Inclination factor, i c Inclination
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z/B 0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7
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Compressive stress 1.5 q n q n B A
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E u/c u 3000 2500 2000 1500 1000 50
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0 0 1 2 3 4 H/B 5 6 7 8 9 0 1 2 3 4
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D LB LB D 0.50 0 0.1 0.2 0.3 0.4 0.
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Initial tangent constrained modulus
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factor N for which Schmertmann sugg
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0 0 2 4 H/B 6 8 10 Influence factor
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Overall loading 100 kN/m2 (a) (b) (
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(a) (b) (c) (d) Pile groups under c
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Depth below ground level in m 5 10
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For the arrangement of the piles sh
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Soft clay Sand B/2 5 11.2 m Figure
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Unit negative skin friction at top
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Chapter 6 The design of piled found
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(a) Tie rod Wholly compression Whol
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esistance of cylindrical augered fo
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in the ground is assumed to be equa
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Section 3.3.1. Enlargements cannot
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Piles to resist uplift and lateral
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Spacer Top of hard rock Drilling pi
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where m is the modular ratio of ste
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Table 6.3 Examples of bond stress b
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Top of rock 30˚ 30˚ Figure 6.15 F
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(b) P/n & �Vm Vc 2.0 1.8 1.6 1.4
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Table 6.4 Partial resistance factor
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and adjustment, starting with a ver
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Coefficient of subgrade modulus var
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where e is the height from the grou
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and Thus from Figure 6.24 deflectio
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(a) Deflection coefficient Ay (c) D
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(a) (b) (c) Depth coefficient Z 0 1
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Horizontal load H; Bending moment =
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Methods of drawing sets of p-y curv
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Calculations to determine the ultim
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(a) (b) Pressure Soil reaction p Ps
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Z�x/R 0 1.0 2.0 3.0 4.0 5.0 M(z)
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(a) yroGc H0 Ep Gc 1/7 (b) 0 0 0.1
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(a) determining the compressive and
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A X Z B R A Resultant R R B Y C D R
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6.8 FREEMAN, C. F., KLAJNERMAN, D.,
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Thus the load to be carried by anch
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If high-tensile steel (which has a
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sustained horizontal load which can
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Calculating the allowable horizonta
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Pile cap (Weight�2475 kN) F E D C
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The resultant of the vertical and h
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The Brinch Hansen bearing capacity
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Modulus of elasticity of pile � 2
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Chapter 7 Some aspects of the struc
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(a) (b) (c) Lifting rope Lifting po
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7.3 Designing piles to resist drivi
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Structural design of piles and pile
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should not arise if the piles are d
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(a) (b) (c) M.S.plate cover M.S.cap
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45˚ Structural design of piles and
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X Column Y9 Y9 Y Critical section f
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7.9 The design of pile capping beam
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Damp-proof course Cranked vent Grou
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(a) (b) Deck of wharf Fender Rubber
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(a) (b) y y e z f A The bending mom
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Piling for marine structures 403 th
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Pipe trunkways Hose handling platfo
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Piling for marine structures 407 8.
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Piling for marine structures 409 sh
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In SI units, equation 8.8 becomes f
Page 428 and 429:
The natural frequency of the member
Page 430 and 431:
The empirical equation of Korzhavin
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Piling for marine structures 417 re
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Table 8.3 Minimum safety factors fo
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Piling for marine structures 421 th
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Piling for marine structures 423 sh
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8.21 GERWICK, B. C. Construction of
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Soil resistance p in kN per m of de
Page 444 and 445:
From Figures 6.29a and b the comput
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giving 9.7y � 0.26, y � 0.26
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From �7.5 to �3.0 m: no increas
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Miscellaneous piling problems 435 W
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9.2 Piling for underpinning Miscell
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Miscellaneous piling problems 439 B
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Miscellaneous piling problems 441 T
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Miscellaneous piling problems 443 p
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Longitudinal reinforcement is provi
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Light-gauge steel lining tubes Stow
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When inspecting the geological cond
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Miscellaneous piling problems 451 f
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natural ‘freeze-back’ around th
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Miscellaneous piling problems 455 b
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Miscellaneous piling problems 457 w
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Drainage layer 8.0 m 6.0 m Fill 1.0
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p m/c u 10.5 2p 0 and the mean hori
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Bridge abutment support piles Emban
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Figure 9.23 Drilling equipment for
Page 482 and 483:
Max. water level +16 m Min. water l
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2-4 m marine clay dredged out MHW R
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Miscellaneous piling problems 471 o
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Miscellaneous piling problems 473 c
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The ground temperature around the p
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9.40 URANOWSKI, D. D., DODDS, S., a
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The durability of piled foundations
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and European Standards as shown in
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Page 500 and 501:
martesia with some teredo, and at C
Page 502 and 503:
Page 504 and 505:
Page 506 and 507: The durability of piled foundations
Page 512 and 513: economics, taking into account the
Page 514 and 515: Depth of borehole 1.5 B 1 in 4 B Gr
Page 516 and 517: Ground investigations, contracts an
Page 520 and 521: (a) DCP n (blows/100 mm) 40 35 30 2
Page 530 and 531: Table 11.2 Daily pile record for dr
Page 532 and 533: Paper fixed to pile by adhesive tap
Page 540 and 541: Figure 11.10 Patented arrangement f
Page 542 and 543: following expressions: (11.1) Load
Page 544 and 545: (b) Settlement of pile head in mm S
Page 546 and 547: (a) Settlement � (mm) 0 0 4 8 Gro
Page 552 and 553: experience to give reasonably relia
Page 554 and 555: Appendix Properties of materials A.
Page 556: Subdivisions of Grades A to C chalk
Page 561 and 562: 546 Name index Schaaf, S. A. 424 Sc
Page 563 and 564: 548 Subject index contiguous piles
Page 565 and 566: 550 Subject index Pali Radice piles
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