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Foundation Pile Testing BD - An Overview

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In this technique, a round gap is excavated up to the depth at which the soil will stand unsupported (about 0.5m for smooth clay and 2m for stiff clay). Vertical boards referred to as laggings, are then established in place across the excavated confront and therefore are held tightly towards https://steves012dda2.blazingblog.com/profile

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