山东某海上风电场浅层软黏土不排水剪切强度速率特性研究

    Research on Undrained Shear Strength Rate Properties of Shallow Soft Clay in an Offshore Wind Farm in Shandong Province

    • 摘要: 针对不同加载速率下海底软黏土强度响应各异的问题,利用高精度软固体流变仪,测试分析了山东某海上风电场区海底浅层软黏土在多种剪切速率下的不排水剪切强度特性。结果表明,剪切速率不影响海底软黏土不排水剪切应力-应变关系特征。在不同剪切速率下,海底软黏土的初始不排水剪切强度均表现出应变软化破坏特征;而重塑不排水剪切强度表现出塑性破坏特征。海底软黏土峰值不排水剪切强度与剪切速率间存在正相关关系,残余不排水剪切强度则几乎不受剪切速率的影响,不同工况下的平均残余强度约为1 700 Pa。海底软黏土灵敏度呈随剪切速率增加而缓慢增大的趋势。该研究结果可为海洋工程不同加载速率工况下合理选取海底软黏土强度参数提供参考依据。

       

      Abstract: For understanding the variations of the response of seafloor soft clay strength to different loading rates, the non-drainage shear strength characteristics of seafloor shallow soft clays in an offshore wind farm area in Shandong are tested and analyzed under various shear rates by using a high-precision soft-solid rheometer. The results show that the shear rate does not affect the characteristics of the non-drainage shear stress-strain relationship of seafloor soft clays. Under different shear rates, the initial non-drainage shear strength of all seafloor soft clays shows strain-softening collapse characteristics, while the remodeling non-drainage shear strength shows plastic collapse features. There is a positive correlation between the peak non-drainage shear strength of seafloor soft clays and the shear rate, whereas the residual non-drainage shear strength is almost not affected by the shear rate. Under different conditions, the average residual strength is about 1 700 Pa. The sensitivity of seafloor soft clays trends to increase slowly with the increase of the shear rate. The results of the study can provide a reference for selecting reasonably the strength parameters of seafloor soft clays under different loading rates in marine engineering.

       

    /

    返回文章
    返回