Pile Design and Construction Practice, Fifth edition

526 Ground investigations, contracts and pile testing Where piles have been designed by the methods described in Chapter 4 it is ...

following expressions: (11.1) (11.2) where P 3 and P 2 are the loads reaching the pile at the level of the toe of the rod consid ...

528 Ground investigations, contracts and pile testing by the reaction of an explosive force designed to raise weights mounted on ...

Figure 11.12Compression load tests on 305 305 mm pile (a) Load/settlement curve for CRP test for pile on dense gravel (b) Load/ ...

530 Ground investigations, contracts and pile testing intersect (Figure 11.14b). The inverse slope of the line gives the ultimat ...

Ground investigations, contracts and testing 531 the test pile. The desirable maximum load for repeated application cannot be re ...

Figure 11.16Testing rig for uplift on H-section pile using ground reaction. Bracket welded Load cell to test pile Hydraulic jack ...

Ground investigations, contracts and testing 533 Figure 11.17Lateral loading test on two steel tubular piles forming part of a b ...

534 Ground investigations, contracts and pile testing 11.18. Instead of a pair of piles a single pile can be pushed or pulled ag ...

Ground investigations, contracts and testing 535 Typical load–deflection curves for cyclic tests are shown in Figure 11.20. EC7, ...

anchored at the base of the pile in a sleeve, and by jacking the tension member against the pile head the ability of the pile sh ...

experience to give reasonably reliable results when operated and interpreted by specialists. The method does not give reliable r ...

11.11MARSLAND, A. and EASTON, B. J. Measurements of the displacement in the ground below loaded plates in deep boreholes, Procee ...

A.1 Coarse-grained soils Appendix Properties of materials Density when Density when Angle of drained above submerged below shear ...

540 Appendix A.3 Rocks and other materials Material Density (mg/m^3 ) Granite 2.50 Sandstone 2.20 Basalts and dolerites 1.75–2.8 ...

Appendix 541 Subdivisions of Grade D Chalk by engineering behaviour Suffix Typical discontinuity spacing (mm) 1 t 600 2 200 t ...

...

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 ...

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. ...

Name index 545 Krebbs Ovesen, N. 9 Kulhawy, F. H. 167–9, 171, 199, 262 Ladanyi, B. 449–51, 476 Lane, P. F. 130, 383 Lawrence, D. ...