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首页> 外文期刊>Engineering Geology >The combined use of MASW and resistivity surveys for levee assessment: A case study of the Melvin Price Reach of the Wood River Levee
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The combined use of MASW and resistivity surveys for levee assessment: A case study of the Melvin Price Reach of the Wood River Levee

机译:堤防评估MasW和电阻率调查的综合使用 - 以林河堤防Melvin价格达到的案例研究

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Capacitively-Coupled Resistivity (CCR) and Multichannel Analysis of Surface Waves (MASW) were performed on the Melvin Price reach of the Wood River Levee that has experienced considerable piping through the foundation soil causing numerous sand boils along the landside toe of the levee. Tests were performed along the centerline crest, the landside toe, and the riverside berm of the levee. This study combined the strengths of MASW and CCR testing to resolve the distribution and stiffness of cohesive and non-cohesive materials in the body and foundation of the levee, where invasive testing was not ideal. MASW and CCR were shown to complement each other in the evaluation. CCR successfully classified the near surface clay and sand deposits along the levee and was particularly effective for soil deposits with a high degree of saturation. MASW revealed that a deeper clay layer, appears to be discontinuous at locations where old river bars cross under the levee. These bars may have eroded portions of the deeper clay layer, locally enhancing seepage rates through the foundation materials and influencing the formation of sand boils during large flood events. The use of MASW and CCR also successfully detected the locations of the major utilities crossing the levee. While CCR was the most effective method for detecting conductive utilities, MASW was more effective at detecting utilities which increased the overall stiffness of the subsurface either due to the utility itself or the backfill material around the utility. A site-specific SPT-Vs correlation was developed from the co-located boreholes and shear wave velocity profiles. Comparison of the correlation with previous studies indicates that soil stiffness and geologic age are important factors affecting SPT-Vs correlations. For levee soil deposits, which are typically young, a lower bound SPT-Vs correlation developed using similar soil deposits to the study area should be considered.
机译:对表面波(MasW)的电容耦合电阻率(CCR)和多通道分析是对伍德河堤的Melvin价格达到,这些河流堤坝通过基础土壤经历了相当大的管道,导致沿着堤坝的陆地脚趾沸腾。测试沿着中心线嵴,陆地脚趾和堤坝的河畔泥浆进行。本研究结合了MasW和CCR测试的优点,解决了堤坝体内和基础的内聚和非粘性材料的分布和刚度,侵入性测试并不理想。显示MasW和CCR在评估中彼此相互补充。 CCR成功地分类了沿堤坝的近表面粘土和砂沉积,对具有高饱和度的土壤沉积特别有效。 Masw揭示了一个更深层次的粘土层,似乎是在堤坝下旧河流交叉的地方不连续。这些杆可能具有深层粘土层的侵蚀部分,通过基础材料局部增强渗漏速率,并在大型洪水事件期间影响沙子沸腾的形成。使用MasW和CCR也成功地检测到横跨堤坝的主要公用事业的位置。虽然CCR是检测导电公用事业的最有效的方法,但MASW在检测装置中更有效地效力,该公用事业可以通过本实用程序的实用性或回填材料提高了地下的整体刚度。从共同定位的钻孔和剪切波速度剖面开发了特定于特定的SPT-Vs相关性。与先前研究的相关性的比较表明土壤刚度和地质年龄是影响SPT-VS相关性的重要因素。对于通常年轻的堤坝土壤沉积物,应考虑使用类似土壤沉积物产生的下限SPT-VS相关性。

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