Results of determining limiting dynamic compression diagrams for sandy soils and clay
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KeywordsClay Mathematical Modeling Mechanical Engineer Industrial Mathematic Sandy Soil
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- 1.A. I. Kotov and G. V. Rykov, “Method for determining limiting dynamic compression diagrams for soils and porous materials sensitive to deformation rate,” Zh. Prikl. Mekh. Tekh. Fiz., No. 2 (1977).Google Scholar
- 2.G. V. Rykov and A. M. Skobeev, Stress Measurement in Soils with Short-Term Loads [in Russian], Nauka, Moscow (1978).Google Scholar
© Plenum Publishing Corporation 1989