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  • Users: edwardbd
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  1. edwardbd

    Undercut to Meet Bearing Capacity for MSE Wall Over Weak Clay

    I am wondering if anyone has had any experience with undercutting under a MSE wall that sits on a very weak clay. The clay's cohesion has been determined by both N-Counts (~0 bpf) and by a CPT test to be 500 PSF. I am using the unit weight as 120 PCF. It is a lean clay, suseptible to...

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