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Characteristics for Consolidation and Shear Strength of Bottom Ash Compaction Pile According to Replacement Ratio in Clay
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점토지반에 적용된 저회다짐말뚝의 치환율에 따른 압밀침하특성 및 전단특성

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Type
Academic journal
Author
Park Sehyun (한양대학교) Jee Sunghyun (한양대학교) Chun Byungsik (한양대학교)
Journal
Korean Geo-Environmental Society Journal of the Korean Geo-Environmental Society Vol.11 No.7 KCI Accredited Journals
Published
2010.7
Pages
57 - 63 (7page)

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Characteristics for Consolidation and Shear Strength of Bottom Ash Compaction Pile According to Replacement Ratio in Clay
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Research history (2)

2013

The characteristics for consolidation and shear strength of bottom ash compactionpile according to ratio in clay layer
박세현 건설환경공 2013.01 Thesis

2010

Characteristics for Consolidation and Shear Strength of Bottom Ash Compaction Pile According to Replacement Ratio in Clay
Pa ,  k Sehyun ,  Jee Sunghyun Journal of the Korean Geo-Environmental Society 2010.07 Academic journal
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Abstract· Keywords

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The necessity of effective and economical improvement for soft ground is required more and more as mountains form 70% of country. The soft ground improvement methods for ocean development are sand compaction pile method, displacement method are applied to the soft ground improvement from ocean development pre-loading method, air pressure method, well point method, pack drain method, quicklime pile method etc. Among them, the sand compaction pile method, has many problems such as the economical problem on importing materials due to the lack of sand and destroying the nature while collecting sand. To replace the sand with other alternative materials, a study on the bottom ash compaction pile method because the bottom ash has the similar engineering properties with sand. Therefore, in this study, after compose the complex soil with a replacement rate of 10～80% and a large direct shear test, shear test, consolidation test with replacement rates of bottom ash are performed to estimate whether its shear and consolidation characteristics are suitable for the alternative material of compaction pile method. As a result of test, Shear Strength Parameters tend to be increased in accordance with the increase of replacement ratio of bottom compaction pile, and Settlement Reduction Factor and t?? tend to be decreased.
#Bottom ash #Bottom ash compaction pile #Large scale direct shear test #Consolidation test #저회 #저회다짐말뚝 #대형직접전단시험 #압밀시험

Contents

ABSTRACT
요지
1. 서론
2. 이론적 배경
3. 실내시험
4. 시험결과 및 분석
5. 결론
참고문헌

References (11)

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1. [학위논문] - 권혁두 / 2008 / 지반보강 및 차수 그라우팅재로서의 Bottom Ash 활용에 관한 연구 / 박사 / 서울시립대학교 google schola 2. [학위논문] - 김재권 / 2003 / 연약지반에 타입된 모래다짐말뚝의 하중전이 특성에 관한 연구 / 박사 / 연세대학교 google schola 3. [학위논문] - 문대중 / 1999 / 모래다짐말뚝(SCP)의 거동특성 해석을 위한 실험적 연구 / 석사 / 명지대학교 google schola 4. [학술지(정기간행물)] - 이대수 / 2005 / 대형직접전단시험을 이용한 조립재료의 전단거동 특성 (I) / 한국지반공학회논문집 21 (6) : 81 ~ 92 dbpia 5. [기타자료] - 환경부 / 2008 / 제4차 자원재활용 기본계획 : 100 ~ 102 google schola

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