By Chris Magwood, Jen Feigin
A lot has been written in regards to the person elements of sustainable construction, yet how do you deliver all of it jointly right into a well-designed entire? Drawing on vast hands-on event, Making larger structures systematically describes the real-world implications of the preferred eco-friendly and typical construction fabrics and methods, objectively providing the professionals, cons and total viability of every. An necessary source.
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Extra resources for Making Better Buildings: A Comparative Guide to Sustainable Construction for Homeowners and Contractors
19b). This method was used to reduce the penetration depth of 1067 mm OD tubular steel piles used in the breasting dolphins of the Britoil Marine Terminal in Cromarty Firth. 5 m of loose silty sand for a further 16 m into a dense silty sand with gravel and cobbles. 25 m drop of the 10 tonne ram. 6 m penetration. 19 Increasing the bearing capacity of steel piles with welded-on wings (a) H-section wings welded to H-section pile (b) T-section wings welded to tubular pile. 42 Types of pile Driving resistance (blows/200 mm) 0 50 100 150 Sea bed 200 TP3 – 1 067 mm OD × 32 mm wall thickness (50 mm at shoe) open-end steel tube TP4 – 1 067 mm OD as TP3 but with 6 no.
Hollow-section piles can be driven with open ends. 3). It is not always necessary to fill hollow-section piles with concrete. 4). Concrete filling may be undesirable in marine structures where resilience, rather than rigidity, is required to deal with bending and impact forces. Where hollow-section piles are required to carry high compressive loads they may be driven with a closed end to develop the necessary end-bearing resistance over the pile base area. Where deep penetrations are required they may be driven with open ends and with the interior of the pile closed by a stiffened steel plate bulkhead located at a predetermined height above the toe.
Concrete filling may be undesirable in marine structures where resilience, rather than rigidity, is required to deal with bending and impact forces. Where hollow-section piles are required to carry high compressive loads they may be driven with a closed end to develop the necessary end-bearing resistance over the pile base area. Where deep penetrations are required they may be driven with open ends and with the interior of the pile closed by a stiffened steel plate bulkhead located at a predetermined height above the toe.