Case Study

Design of interlocking secant piled retaining wall to form a basement sub-structure and 600mm & 450mm diameter bearing piles

Design of interlocking secant piled retaining wall to form a basement sub-structure and 600mm & 450mm diameter bearing piles

Mixed use development comprising 2 to 7 storeys and 3,700m 2 basement, Bream Street, Fish Island, London. Nearby Lea Navigation river wall led to high levels of ground water, resulting in a need to minimise temporary propping. Design of interlocking secant piled retaining wall to form a basement sub-structure and 600mm & 450mm diameter bearing piles designed for working loads up to 1,300kN. Remedy Geotechnics Ltd. recently completed the design of 280 linear metres of secant retaining wall and over 900 number 600mm and 450mm diameter bearing piles for the large Bream Street development in East London, overlooked by the Olympic Stadium. When complete the new development will deliver over 500 new homes - including 30% affordable housing at the site between the Regent

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