Pile Design and Construction Practice, Fifth edition

to position the two parts of the pile while the butt weld is made but the backing plates for the H-piles (Figure 7.5a) may not b ...

the pile can be predicted accurately. If the upper part of the pile has to be cut away, they no longer have any useful function, ...

7.8 The design of pile caps A pile cap has the function of spreading the load from a compression or tension member onto a group ...

Structural design of piles and pile groups 389 Minimum reinforcement required by Code of Practice Load transferred to piles over ...

(a) (b) (c) Main reinforcement Figure 7.10Arrangement of reinforcement in pile caps. Column H-section piles Column base Figure 7 ...

The bending moments on the pile cap are assumed to act from the centre of the pile to the face of the nearest column or column s ...

(2k 1 1) 3 pile dia. 1 300 mm (2k 1 1) 3 pile dia. 1 300 mm (2k 1 1) 3 pile dia. 1 300 mm 2 3 k^3 pile dia. ( k^3 pile dia. (k 1 ...

7.9 The design of pile capping beams and connecting ground beams Pile capping beams have the function of distributing the load f ...

It is recommended that the depth of the beam should be between L/15 and L/20. However, with a heavily loaded wall only a small d ...

swelling forces on the inner sides of beams they should not be left in contact with the clay. After casting the concrete has bee ...

to the stirrups in the beams. If the main steel in ground beams or ground floor slabs must extend across the piles it should be ...

7.5 WHEELER, P. Stress wave competition, and making waves, Ground Engineering, Vol. 25, No. 9, 1992, pp. 25–8. 7.6 FLEMING, W. G ...

8.1 Berthing structures and jetties Cargo jetties consist of a berthing head at which the ships are moored to receive or dischar ...

(5) Lateral loads from wind forces on the berthing head, moored ships, stacked cargo, and cargo handling facilities (6) Compress ...

(7) Compressive and uplift forces induced by overturning movements due to loads 1 to 5 above (8) In some parts of the world pile ...

The bending moment Mon the pile is equal to H(ezf) therefore (8.4) If required the more-rigorous methods described in Sections ...

If the rear of the deck is abutting a retaining wall such as a sheet pile wall, virtually the whole of the horizontal forces on ...

the extent to which they are tied together by intercostal beams or by a longitudinal berthing beam. An approximate rule is to as ...

As already noted, the facilities provided at the berthing head of an oil jetty or island berthing structure are limited to hose- ...

Figure 8.7Layout at berthing head of oil jetty. Pipe trunkways Approach trestle Walkway Main breasting dolphins Mooring dolphins ...