The behaviour of near-surface soils through ultrasonic near-surface inundation testing

被引:11
|
作者
Taylor, Oliver-Denzil S. [1 ]
Cunningham, Amy L. [2 ]
Walker, Robert E. [2 ]
McKenna, Mihan H. [2 ]
Martin, Kathryn E. [2 ]
Kinnebrew, Pamela G. [2 ]
机构
[1] US Army Engineer Res & Dev Ctr, Geotech & Struct Lab, CEERD GS S, Bldg 3396,3909 Halls Ferry Rd, Vicksburg, MS 39180 USA
[2] US Army Engineer Res & Dev Ctr, Geotech & Struct Lab, 3909 Halls Ferry Rd, Vicksburg, MS 39180 USA
关键词
Near surface; Seismic; S-wave; Soil; Velocity; SHALLOW-SEISMIC EXPERIMENTS; P-WAVE VELOCITY; BENDER ELEMENTS; SHEAR-STRENGTH; SAND; PREDICTION; LIQUEFACTION; EXPLOSIONS; RESISTANCE; STIFFNESS;
D O I
10.1002/nsg.12045
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Seismometers installed within the upper metre of the subsurface can experience significant variability in signal propagation and attenuation properties of observed arrivals due to meteorological events. For example, during rain events, both the time and frequency representations of observed seismic waveforms can be significantly altered, complicating potential automatic signal processing efforts. Historically, a lack of laboratory equipment to explicitly investigate the effects of active inundation on seismic wave properties in the near surface prevented recreation of the observed phenomena in a controlled environment. Presented herein is a new flow chamber designed specifically for near-surface seismic wave/fluid flow interaction phenomenology research, the ultrasonic near-surface inundation testing device and new v(p)-saturation and v(s)-saturation relationships due to the effects of matric suction on the soil fabric.
引用
收藏
页码:331 / 344
页数:14
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