中国地质大学主页平台管理系统刘清秉--刘清秉-- QB Liu, BM Lehane (2012). The influence of Particle Shape on the Cone Penetration Test (CPT) end resistance in uniformly graded granular soils, Geotechnique, 62(11): 973-984.

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QB Liu, BM Lehane (2012). The influence of Particle Shape on the Cone Penetration Test (CPT) end resistance in uniformly graded granular soils, Geotechnique, 62(11): 973-984.

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发布时间：2024-02-19

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下一条： B. M. Lehane, Q. B. Liu*(2013). Measurement of Shearing Characteristics of Granular Materials at Low Stress Levels in a Shear Box, Geotechnical and Geological Engineering, 2013, 31(1): 329-336.