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Recent content by JGI

  1. JGI

    SPT 'N' =0 in Clay

    I came across your forum and found your information relating the SPT and clay. I am reviewing a previous consultants report that recommends a mat foundation with a soil bearing pressure of 8,000 psf. The geotech testing showed SPT of 10 - 15 and hand penetrometer >4 tn/sq ft. The soils are...
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