The disruptive phenomenon is related to the change of sediment strength under the wave loading tightly.
这一破坏过程与沉积物强度及其它性质在波浪荷载作用下的变化是密切相关的。
The measurement and estimation of suspended sediment using ADCP is based on the theory that the strength of acoustic return signal is directly proportional to silt concentration in water.
ADCP估测悬沙含量是基于声波的背散射强度正比于悬沙浓度的理论。
Rock mechanical experiments show that the tensile strength and shear strength of the mechanical weak planes are far less than that of the sediment beds with a few or no fossils.
沿化石层层理的抗张强度与抗剪强度远低于其他层位和垂直于层理方向的强度性质。
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