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在对大港滩涂地区0～10m范围浅层土动力特性进行试验的基础上,探讨土层的动强度、动模量、阻尼比及抗液化剪应力比的变化规律,为制定这类地区工程开发计划提供工程地质依据。
On the basis of testing the dynamic characteristics of shallow soil in the range of 0 ~ 10m in Dagang tidal flat area, the change rules of dynamic strength, dynamic modulus, damping ratio and liquefaction resistant shear stress ratio of soil layer are discussed. Plan to provide engineering geological basis.