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Stressed State of Bank Slope under Anchor Bearing Pressure

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A.S. Milyaev

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UDС

630*378:539.3

DOI:

Annotation

Mathematical model and algorithm of calculating additional pressure field in the slope soil caused by forces transferred by cables' from floating structures to rigid anchor beams, buried into a slope parallelly to a river bed are offered. The example of calculating a form and zone of possible slope soil destruction under the influence of concentrated force is given.

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Stressed State of Bank Slope under Anchor Bearing Pressure

 

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