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남서태평양 환류지역 U1371 심부퇴적층에서 발견된 망가니즈단괴의 광물학적-지화학적 특성 연구
양기호,정재우,Yang, Kiho,Jung, Jaewoo 한국해양과학기술원 2022 Ocean and Polar Research Vol.44 No.2
Manganese nodules were recovered within the deep subseafloor sediments (118.22 mbsf) at Site U1371 during International Ocean Discovery Program (IODP) expedition 329 from the South Pacific Gyre (SPG). Because most manganese nodules exist on the seabed surface, nodules present in deep sediments are uncommon. Therefore, the growth origin of manganese nodules was identified through mineralogical and geochemical analyses. The manganese nodule was divided into the concentric layer outside the manganese region and the inner part of the phosphatized region consisting of manganese oxide minerals and carbonate fluorapatite (CFA) minerals, respectively. The two-dimensional element distribution analysis of Mn, Co, Ni, Sr and Cu, Zn with low Mn/Fe ratio confirmed that manganese nodules were formed predominantly by a hydrogenetic process and a biogenic process in certain manganese layers. As a result, the manganese nodule was continuously precipitated in SPG environments of oligotrophic open paleoocean conditions and rapidly buried with siliceous ooze sediments when the SPG changed to a eutrophic environment. It has been confirmed that manganese nodules found within deep subseafloor sediments could be used as a new proxy for the reconstruction of paleooceanographic conditions.
약액주입에 의한 제주도 송이지층의 지반보강에 관한 연구
양기호(Kiho Yang),박정준(Jeongjun Park),김영훈(Younghun Kim),변요셉(Yoseph Byun),이은종(Eunjong Lee),천병식(Byungsik Chun) 한국지반환경공학회 2014 한국지반환경공학회논문집 Vol.15 No.2
최근 대형화되고 있는 제주도의 토목공사에 약액주입공법을 비롯한 여러 가지 종류의 지반보강공법을 실시하고 있다. 이에 본 연구에서는 지반보강공법 시에 주입효과가 탁월하고, 주입재의 강도가 우수하며, 영구적인 차수 및 보강에 적합한 재료, 주입조건 등을 실험을 통해 규명하였다. 실내시험으로는 제주도 송이 지반의 기본 물성시험을 실시하였고, 주입재의 일축압축강도시험과 내구성시험을 통해 주입재의 종류를 선정하였다. 송이의 모형지반을 조성하여 주입량 결정시험 및 모형토조를 이용한 주입범위 평가시험을 통해 선정된 재료의 주입성능을 확인하였다. 시험결과 MSG가 보통시멘트에 비해 강도, 내구성, 주입성능 모두 우수하게 나오는 것으로 분석되어 향후 약액주입공법으로 설계 및 시공 시 설계보조자료로서 가능할 것으로 판단된다. Recently, public works becoming bigger in Jeju are implemented various kinds of ground reinforcement method including the chemical grouting method. In this study, we have been investigated on the proper material and the injection condition for the excellent injection effect and the excellent strength of injection material and the permanent waterproof and reinforcement through the experiment. The kind of injection material has been selected through the uniaxial compression test and the endurance test of injection material as the chamber test. An experiment was performed with model ground made of scoria, the injection performance of selected material has been identified through the evaluation test of injection range using the decision test of injection amount and the calibration chamber test. As a result of test, it has been analyzed that MSG appeared to have the excellent strength, durability and injection performance all compared with the ordinary cement, this result is judged to be possible as the ancillary data of design at time of design and construction with the chemical grouting method in the future.