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Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (1): 195–216.
Published: 01 February 1985
.... Prepiled trench 33. To overcome the problem of toeing-in sheet pileswhen drivingcom- menced, it was decided to remove boulder obstructions along the piling line by excavating a trench about 2.5 m deep and backfilling this with site-won sand. By this method it was found possible for pile driving to achieve...
