Investigation of dynamic resistance to the shear of water-saturated sand according to the results of the inverse experiment technique


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The results of an investigation of the shear resistance for compacted dry and water-saturated sand are presented on the basis of the experimental-calculation analysis of the drag force at the quasi-stationary penetration stage of a cylindrical impactor. We used a method proposed earlier based on the inverse experiment technique and using a measuring rod with a flat end. It is shown that with almost the complete water saturation of sand its shear properties decrease but remain significant in the practically important range of penetration rates.

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V. Kotov

Research Institute of Mechanics

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Email: vkotov@inbox.ru
俄罗斯联邦, Nizhny Novgorod, 603600

V. Balandin

Research Institute of Mechanics

Email: vkotov@inbox.ru
俄罗斯联邦, Nizhny Novgorod, 603600

A. Bragov

Research Institute of Mechanics

Email: vkotov@inbox.ru
俄罗斯联邦, Nizhny Novgorod, 603600

Vl. Balandin

Research Institute of Mechanics

Email: vkotov@inbox.ru
俄罗斯联邦, Nizhny Novgorod, 603600

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