作者: V. L. Kotov , V. V. Balandin , A. M. Bragov , Vl. Vl. Balandin
DOI: 10.1134/S1063785017090048
关键词:
摘要: The results of an investigation the shear resistance for compacted dry and water-saturated sand are presented on basis experimental-calculation analysis drag force at quasi-stationary penetration stage a cylindrical impactor. We used method proposed earlier based inverse experiment technique using measuring rod with flat end. It is shown that almost complete water saturation its properties decrease but remain significant in practically important range rates.