연약지반의 강성도 측정을 위한 관입형 벤더 엘리먼트 프로브의 개발 및 적용

Development and Application of Penetration-type Bender Elements Probe for Stiffness Measurements of Soft Soils

  • 목영진 (경희대학교 토목건축대학) ;
  • 정재우 (경희대학교 토목공학과) ;
  • 김학성 (경희대학교 토목공학과)
  • 발행 : 2008.03.28

초록

Ground stiffness(shear wave velocity) is one of the key parameters in geotechnical earthquake engineering. An In-situ seismic technique has its own advantages and disadvantages over the others in stiffness measurements. By combining the crosshole and seismic cone techniques and utilizing favourable features of bender elements, a new hybrid probe has been developed in order to enhance data quality and easiness of testing. The basic structure of the probe, called "MudFork", is a fork composed of two blades, on each of which source and receiver bender elements were mounted respectively. To evaluate the disturbance caused by the penetration of the probe, shear wave velocity measurements were carried out in the Kaolinite slurry in the laboratory. Finally, the probe was penetrated in coastal mud near Incheon, Korea, using SPT(standard penetration test)rods pushed with a routine boring machine and shear wave velocity measurements were carried out. The results were verified with data from laboratory and cone testing. The performance of the probe turns out to be excellent in terms of data quality and testing convenience.

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