首页|基于球形静力触探的嘉兴海域软黏土强度特性研究

基于球形静力触探的嘉兴海域软黏土强度特性研究

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针对海上风力机基础设计中的软黏土强度评价问题,通过在浙江嘉兴海域开展球形静力触探试验和室内试验,标定得到适合中国浙江嘉兴海域淤泥质粉质黏土的球形静力触探因子Nball.采用固结快剪试验结果标定得到的Nball,DS范围为6.70~14.91,总平均值为10.58,标准值为10.91;采用三轴UU试验结果标定得到的Nball,UU范围为7.75~23.75,总平均值为17.44,标准值为19.03.采用标定得到的Nball值可较好地解译嘉兴海域软黏土的强度,建议采用三轴UU试验结果标定得到的Nball,UU的标准值19.03作为强度下限值解译参数,采用固结快剪试验得到的Nball,DS的标准值10.91作为最优强度(中值)解译参数.
STRENGTH BEHAVIOUR OF SOFT CLAY IN JIAXING OFFSHORE AREA BASED ON BALL PENETRATION TEST
In addressing the challenge of assessing the strength of soft clay in the foundation design of offshore wind turbines,this paper focuses on the strength calibration of soft clay in Zhejiang Jiaxing's offshore region by ball penetration tests and laboratory test results.The ball penetration factor Nball for moddy silty clay was obtained.The ball penetration factor Nball,DS,determined through consolidated quick shear tests,is ranged from 6.70 to 14.91,with a mean of 10.58 and a standard value of 10.91.Likewise,the factor Nball,UU,determined by using triaxial unconsolidated undrained shear test results,is ranged from 7.75 to 23.75,with a mean of 17.44,and a standard value of 19.03.The calibrated ball factor Nball provides a more accurate representation of the soft clay strength in Zhejiang Jiaxing's offshore area.We recommend adopting Nball,UU with a standard value of 19.03,calibrated from the triaxial UU test,as the parameter for interpreting the lower limit of strength.Additionally,Nball,DS with a standard value of 10.91,calibrated from the consolidated quick shear test,serves as the parameter for interpreting the best estimate(median value)of strength.

offshore wind farmsclayshear strengthball penetration testball penetration factor

王宽君、汪明元、沈侃敏、王栋、王新泉

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中国电建集团华东勘测设计研究院有限公司,浙江省深远海风电技术研究重点实验室,杭州 311122

浙江华东岩土勘察设计研究院有限公司,海洋岩土工程勘察技术与装备浙江省工程研究中心,杭州 310014

中国海洋大学环境科学与工程学院,青岛 266100

浙大城市学院工程学院,杭州 310015

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海上风电场 黏土 抗剪强度 球形静力触探 球探因子

国家自然科学基金国家自然科学基金浙江省自然科学基金

5210835652101334LQ20E090001

2024

太阳能学报
中国可再生能源学会

太阳能学报

CSTPCD北大核心
影响因子:0.392
ISSN:0254-0096
年,卷(期):2024.45(4)
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