한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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- Pages.472-481
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- 2009
깊이에 따른 소금의 고결화 강성특성
Stiffness Characteristics of Salt Cementation according to Depth
- Eom, Yong-Hun (Dept. of Tunnel Engineering, Dongmyeong Engineering) ;
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Byun, Yong-Hoon
(School of Civil, Environmental and Architectural Engineering, Korea University) ;
- Truong, Q. Hung (School of Civil, Environmental and Architectural Engineering, Korea University) ;
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Lee, Jong-Sub
(School of Civil, Environmental and Architectural Engineering, Korea University)
- 발행 : 2009.09.25
초록
Cementation phenomenon has a huge influence on geotechnical stiffness and strength under low confining pressure. The goal of this study is to evaluate the characteristics of stiffness according to the depth. The piezo disk elements are installed at each layer of the cell for the detection of the compressional waves. The change of compressional wave velocity is classified by three stages. The compressional wave velocities are shown different according to the depth. The compressional wave velocity is especially influenced by cementation, effective stress, and coordinate number. Furthermore, the electrical conductivity and cone tip resistance are measured according to the depth. The electrical conductivity and the cone tip resistance show the similar trend with the compressional wave velocity. This study shows that the cementation by salt is affected by the depth on the granular materials.