A design for bearing piles and a contiguous pile retaining wall as part of station redevelopment.
A design for bearing piles and a contiguous pile retaining wall as part of station redevelopment.
1 PagesLondon & Midlands 0207 206 2576 01788 211778 North & Scotland 01423 589500 admin@RemedyGeotechnics.com Contact Remedy Geotechnics - we ’ll give you an answer every time. CASE STUDY A design for bearing piles and a contiguous pile retaining wall as part of station redevelopment. Changes to the contractor ’s wishes, as well as the need for piles designed for high accidental train impact loads, made this a challenging and dynamic project. Design of 147no. 660/600mm diameter restrict- ed access case and auger bored piles; 156no. 600mm diameter CFA piles; 23no. crane base piles for three tower cranes; 72no. 600mm diameter contiguous retaining wall piles. The design was carried out in accordance with BS EN 1997-1 and BS EN 1992-1-1. Remedy Geotechnics ca
