Research Article
Horizontal Bearing Test and Optimization of Value for Precast Piles in Alluvium Stratum of the Yellow River
Table 6
Comparison of m value between natural quick shear test and consolidated quick shear test.
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Note: silty clay⑧ in plastic-hard plastic state, silty clay⑨ in plastic state. Unit of the Cohesion c, internal friction angle φ, and m is kPa, ° and MN·, respectively. |