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RISSThis study aims at scrutinizing compression characteristics of soft clayey foundation improved by vertical drain. Biot's consolidation equation equally based on elastics theory was selected as governing equation coupled with Yoshikuni's finites diffe...
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RISS 인기검색어
연직 Drain으로 개량된 점토지반의 압축특성에 관한 해석적 연구 = A Numerical Study on Compression Characteristics of Soft Clayey Foundation Improved by Vertical Drain
한글로보기부가정보
다국어 초록 (Multilingual Abstract)
This study aims at scrutinizing compression characteristics of soft clayey foundation improved by vertical drain.
Biot's consolidation equation equally based on elastics theory was selected as governing equation coupled with Yoshikuni's finites difference method for the numerical analysis. Vertical drain-well was modeled into cylindrical column various case studies including K_(0)-consolidation, isotropic consolidation and chemical pile were examined. For numerical analysis, consolidation potential, α and n=de/dw was selected as parameter.
Boundary condition dependent on the type of consolidated were determined in order to investigate compression characteristic and consolidation behavior.
Biot's consolidation equation equally based on elastics theory was selected as governing equation coupled with Yoshikuni's finites difference method for the numerical analysis. Vertical drain-well was modeled into cylindrical column various case studies including K_(0)-consolidation, isotropic consolidation and chemical pile were examined. For numerical analysis, consolidation potential, α and n=de/dw was selected as parameter.
Boundary condition dependent on the type of consolidated were determined in order to investigate compression characteristic and consolidation behavior.
This study aims at scrutinizing compression characteristics of soft clayey foundation improved by vertical drain.
Biot's consolidation equation equally based on elastics theory was selected as governing equation coupled with Yoshikuni's finites difference method for the numerical analysis. Vertical drain-well was modeled into cylindrical column various case studies including K_(0)-consolidation, isotropic consolidation and chemical pile were examined. For numerical analysis, consolidation potential, α and n=de/dw was selected as parameter.
Boundary condition dependent on the type of consolidated were determined in order to investigate compression characteristic and consolidation behavior.
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