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    Research on Shear Strength Parameters of the Silty Fine Sand and the Rounded Gravel Layers in Nanning City by Liming Yang, Fan Yang, Qian Zhou, Guangbin Zhang

    Published 2023-01-01
    “…The shear strength test value of the rounded gravel layer has significantly improved compared to the current standard empirical value, with a cohesion (c) value of 0–6.8 kPa and an increase in internal friction angle (φ) of 0%–12.5%. …”
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