Im designing deep Soil/ cement mixed columns (1.5m diameter) 12m deep at 2.8m centres in fibrous peat. Loading from a 10m x 10m raft foundation is 120kPa (SLS). My question is will the fibrous peat between the columns undergo secondary compression or will the adhesion between the peat and the...
http://mapapps.bgs.ac.uk/geologyofbritain/home.html
In the UK we have the British Geological Survey website that has an interactive map (see link above). From there you can view the superficial and bedrock geology and you can view historical boreholes for the Site you are working on. Is there...
Hi guys, just wondering if anyone uses c' and phi' parameters together for design (retaining wall, slope stability etc). If so how much cohesion would you use and why if not why not.
Regards
Rob.
