首页> 外文学位 >In situ measurement of stiffness profiles in the seafloor using the spectral-analysis-of-surface-waves (SASW) method.
【24h】

In situ measurement of stiffness profiles in the seafloor using the spectral-analysis-of-surface-waves (SASW) method.

机译:使用表面波频谱分析(SASW)方法对海底刚度剖面进行原位测量。

获取原文
获取原文并翻译 | 示例

摘要

Experimental studies were pursued to investigate application of the Spectral-Analysis-of-Surface-Waves (SASW) method to measure in situ stiffness profiles of geotechnical sites underwater. The SASW method, originally developed for use on land, involves generating and monitoring seismic interface waves at the ground surface, analyzing the differential response between receivers in the frequency domain, and inverting the results using an elastic, horizontally layered earth model.;This research involved small-scale testing to identify dominant wave motion at the solid-water interface, and two full-scale field trials. In the small-scale tests, interface waves were measured on a bed of cemented sand, a slab of concrete during and after curing, and a layered system of cemented sand over concrete. In each case, measurements were performed with and without overlying water. For confirmation, shear and compression wave velocities were also measured using crosshole, surface refraction, and laboratory resonant column methods. Results confirmed that while different types of waves dominate the vertical particle motion at the interface, depending on surface stiffness, the velocity of the dominant wave is always close to the Rayleigh wave velocity of the same material without overlying water; and therefore the general approach used in the SASW method to determine stiffness profiles on land is applicable offshore.;One small-scale test in a separate facility and two full-scale experiments demonstrated the SASW method in layered systems underwater. The small-scale test took place in a tank containing a bed of loose sand. Crosshole body wave velocities were also measured. One full-scale test took place in an ocean harbor under 5 meters of water, using a fixed platform. Shear wave velocities were also measured using a seismic cone penetrometer. The final test was performed on a sand deposit at sea under 27 meters of water. The results of these ship-based measurements were compared to high-resolution sonar data. All three experiments showed good agreement among complementary techniques, supplied data sets for validation of analytical models, and provided insight into development of equipment for deep water application of the SASW method.
机译:进行实验研究以调查表面波频谱分析(SASW)方法在水下岩土工程现场刚度分布测量中的应用。 SASW方法最初是为在陆地上使用而开发的,它涉及在地面上生成和监视地震界面波,在频域中分析接收器之间的差分响应,并使用弹性的水平分层地球模型将结果求逆。包括小规模测试以识别固体-水界面处的主导波运动,以及两次全面测试。在小规模测试中,在水泥砂床上,固化过程中和固化后的混凝土板上以及水泥上的水泥砂分层系统中测量了界面波。在每种情况下,均在有水或无水的情况下进行测量。为了证实这一点,还使用横孔,表面折射和实验室共振柱法测量了剪切波和压缩波的速度。结果证实,尽管不同类型的波在界面的垂直粒子运动中占主导地位,但取决于表面刚度,主波的速度始终接近于相同材料的瑞利波速度,而没有覆盖水;因此,SASW方法用于确定陆地刚度分布的通用方法适用于海上。;一项在单独设施中进行的小规模测试和两项全面实验表明,该SASW方法在水下分层系统中进行。小型测试是在装有散沙床的水箱中进行的。还测量了井眼的体波速度。使用固定平台在水下5米深的海港中进行了一项全面测试。剪切波的速度也用地震锥形渗透仪测量。最终测试是在27米水下的海上沙沉积物上进行的。将这些基于舰船的测量结果与高分辨率声纳数据进行了比较。这三个实验均显示出互补技术之间的良好一致性,提供了用于验证分析模型的数据集,并为深水应用SASW方法的设备开发提供了见识。

著录项

  • 作者

    Luke, Barbara Aileen.;

  • 作者单位

    The University of Texas at Austin.;

  • 授予单位 The University of Texas at Austin.;
  • 学科 Civil engineering.;Mechanical engineering.;Geotechnology.
  • 学位 Ph.D.
  • 年度 1994
  • 页码 417 p.
  • 总页数 417
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:49:49

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号