The characteristics of consolidation settlement and its contribution to the topographical change in the northern modern Huanghe River subaqueous delta in China

LIU Jie LI Ping LIU Xiao XU Yuanqin GAO Wei

刘杰, 李萍, 刘潇, 徐元芹, 高伟. 现代黄河水下三角洲北部土体固结沉降特征及其对地形变化的贡献研究[J]. 海洋学报英文版, 2015, 34(9): 136-142. doi: 10.1007/s13131-015-0732-6
引用本文: 刘杰, 李萍, 刘潇, 徐元芹, 高伟. 现代黄河水下三角洲北部土体固结沉降特征及其对地形变化的贡献研究[J]. 海洋学报英文版, 2015, 34(9): 136-142. doi: 10.1007/s13131-015-0732-6
LIU Jie, LI Ping, LIU Xiao, XU Yuanqin, GAO Wei. The characteristics of consolidation settlement and its contribution to the topographical change in the northern modern Huanghe River subaqueous delta in China[J]. Acta Oceanologica Sinica, 2015, 34(9): 136-142. doi: 10.1007/s13131-015-0732-6
Citation: LIU Jie, LI Ping, LIU Xiao, XU Yuanqin, GAO Wei. The characteristics of consolidation settlement and its contribution to the topographical change in the northern modern Huanghe River subaqueous delta in China[J]. Acta Oceanologica Sinica, 2015, 34(9): 136-142. doi: 10.1007/s13131-015-0732-6

现代黄河水下三角洲北部土体固结沉降特征及其对地形变化的贡献研究

doi: 10.1007/s13131-015-0732-6

The characteristics of consolidation settlement and its contribution to the topographical change in the northern modern Huanghe River subaqueous delta in China

  • 摘要: 现代黄河水下三角洲沉积速度快,具有高孔隙比、高含水率、高压缩性等特点,极易因固结压缩而产生沉降,从而导致地形变化。本文根据研究区实际钻孔资料及不同时期的实测水深变化数据,利用太沙基一维固结理论和Plaxis数值模型计算了黄河三角洲土体的固结沉降量,对比该海域实测水深地形变化特征,定量计算了固结沉降对黄河水下三角洲地形变化的贡献率。结果表明:各钻孔的最终固结沉降量在1.17-3.21 m之间,单位深度土体的固结沉降量在2.30-5.30 cm/m之间,太沙基一维固结理论计算值略大于Plaxis数值模拟结果。研究区土体固结沉降对水下三角洲水深地形变化的贡献率在20.2~86.6%之间,根据贡献率的不同,可以将研究区分为5个不同的区域:实测水深冲刷中心和冲刷区内,实际水动力作用下的冲刷强度低于实测水深的变化值;实测水深冲淤平衡区和淤积区内,水动力作用下的实际淤积量远大于实测水深变化值。
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出版历程
  • 收稿日期:  2014-10-29
  • 修回日期:  2015-01-22

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