• Journal of Korean Society of Coastal and Ocean Engineers
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• v.17 no.2
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• pp.80-85
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• 2005

This study, Using Pusan clay, examined a relationship between Dynamic and Static Liquid Tests. The Static Liquid Tests were carried out based on BS and JIS. The results of the study are summarized as follows. (1) The result of the Dynamic Liquid Limit Test showed that the liquid limit values of Natural condition soil were greater than those of oven-dried soil by $4\%\~15\%$. (2) The liquid limit value of the Static Liquid Limit Test was greater than that of the Dynamic Liquid Limit Test by $2\%\~9\%$. The following equations show the relationship between tile two values. WL, Fall(JIS)=0.961$\cdot$WL, Cas+4.209, WL, Fall(BS)=0.969$\cdot$WL, Cas+5.024, (3) The liquid limit value of BS was greater than that of JIS by $1\%\~6\%$. The following equation shows the relationship between the two values. WL, Fall(BS)=0.976WL, Fall(JIS)+2.638.

• Geotechnical Engineering
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• v.14 no.3
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• pp.5-24
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• 1998

Two instrumented full scale tieback walls in sand were constructed at to Geotechnical Experimentation Site located on the Texas A 51M University Riversic Measurements were obtained from the one row anchor wall and from the two row at different times during construction. The measured performance of the tieback walls is presented and investigated. The these walls at different construction stage is evaluated with respect to lateral wall. settlement of the ground, bending moment of the wall. axial load distribution and anchor load variation. The fundamental mechanism of a tieback wall in sand is and explained with the measurements.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.440-444
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• 2011

집중호우로 인한 자연재해는 대부분 하천을 중심으로 발생하며, 설계빈도를 초과한 홍수량을 인해 제방을 월류하거나 제방의 붕괴로 인해 피해가 발생하게 된다. 일반적으로 제방 붕괴와 같은 홍수의 위험으로부터의 취약성을 감소시키는 동시에, 홍수에 의한 피해에 대해 빠른 복구가 이루어질 수 있도록 하는 정책을 홍수 경감 대책이라고 하며, 홍수에 대비하는 정책은 홍수의 주기 및 재해특성과 관련이 있고, 인간과 사회에 대한 잠재적인 피해를 줄이기 위해 필요하다. 본 연구에서는 여러 가지 이유에 의해 발생하는 제방의 붕괴 현상이 복잡한 수리학적 또는 토질 기초 공학적 현상 등에 의하여 일어나기 때문에 이에 대한 발생 원인을 규명하는 것이 쉬운 일은 아니나, 일반적 월류, 세굴, 침하 및 지진 등으로 꼽히는 제방 붕괴 위험 원인들을 검토하여 제방 붕괴를 유발할 수 있는 하천의 위험 인자들을 제시하고자 하였다. 이를 토대로 하천 내 주요지점에 대한 위험도를 산정할 수 있는 기법을 개발하고 시험유역을 대상으로 하천에서 발생 가능한 위험 지구를 선정하여 그 타당성을 검토하고자 하였다.

• Magazine of the Korean Society of Agricultural Engineers
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• v.35 no.4
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• pp.106-118
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• 1993

The purpose of this study is to develop a multireservoir water balance model which may be used to evaluate rural water demands such as agricultural water, domestic water, industrial water and livestock water and to determine effective storage of reservoir. The model was verified to compare the observed reservoir release data with the simulated reservoir release data of the existing Munsan and Dongbu reservoirs located in the Gisan rural district for 3 years('87~'89). For model application, the effective storages of existing reservoirs(Munsan & Dongbu) were evaluated for 10-year frequency drought and that of newly planned reservoirs(Kumbok & Kudong) were determined for 10-year frequency drought. In addition, the behavior of effective storages for existing reservoirs were analyzed in the case of introducing new reservoirs in the existing system.

• 기술발표회
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• s.2006
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• pp.75-85
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• 2006

The project comprised the construction of the new oil pier and associated topside facilities and demolition of exiting south pier. The site is located approximately 33km south of Kuwait city at MAA refinery. The approach trestle and berth structures of the new oil pier were designed to be supported by steel tubular piles Total 2,480 numbers of piles(795 piles at Approach Trestle, 1187 piles at Berth 1 -4 and 498 piles at Berth 5-6) had to be driven through the calcareous silty sand In this study, the design procedures for offshore steel pipe piles, evaluation for the compression and tension capacities by static and dynamic load test and effective driving criteria by the final set values are discussed

• 기술발표회
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• s.2006
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• pp.303-310
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• 2006

This study researched N-Value, strength of clayey soil and preconsolidation pressure m order to variety application of standard Penetration test. We compared it makes on analysis of the relationship of the N-value and $q_u$ with relation formula is presented in existing, presented the estimated preconsolidation pressure by using the predicted undrained shear strength.

• 기술발표회
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• s.2006
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• pp.115-132
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• 2006

본 글은 부산-김해간 경량전찰 건설공사의 기초설계시 현장타설말뚝 기초의 지지층을 모래자갈층으로 적용한 사례이다. 낙동강 유역은 퇴적층이 발달하여 풍화암 이상의 기반암층이 지표하 60~80m 이후에서 출현하며, 40m 이상의 심도에서 매우 조밀한 상태의 모래자갈층이 10-20m 두께로 분포하고 있어, 모래자갈층을 관통하여 기반암에 말뚝기초를 지지할 경우 기초공사에 상당한 기간이 소요될 뿐만 아니라, 시공성과 경제적인 측면에서 매우 불리하다. 이에 대한 개선방안으로 대구경 현장타설말뚝을 N치 50 이상의 조밀한 상태의 모래자갈층에 지지하였으며, 인근현장의 적용사례, 기초 구조물 안전성 검토 및 현장재하시험 등의 비교분석을 통하여 모래자갈 지지층의 적정성을 확인하였다. 따라서, 풍화암 이상의 지지지반 출현심도가 60m 이상으로 매우 깊고, 지지지반 상부에 모래자갈층이 두껍게 분포하는 경우에는 모래자갈층을 말뚝기초의 지지층으로 활용하는 방안이 시공성 및 경제성 측면에서 합리적이라 판단된다.

• The Inventors News
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• no.57
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• pp.1-16
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• 2007

매니페스토 물결운동 동참/발행인 칼럼/일본 특허출원 "더 편리하고, 빨라진다"/지식재산 전문인력육성 추진기획단 발족/한반도 평화지도 여성이 그리자/꿈의 사업 시제품제작/구체적 이념 정책에 반영되도록 압력.감시/"한국형 매니페스토 정착시킬 것"/전국 5개도시 각 60시간 과정, 11월경 자격시험 거쳐 배출/"영재교육 붐 일고 있듯 발명창의교육도 붐 일 것"/"발명창의성 교육 중점 강의"/"자격증 따서 아이들 가르칠 거예요"/특허청 30주년 기념 엠블럼/특허청 대학 특허교육 지원 강화/특허서식, 민원인이 작성하기 쉽도록 개편/'미특허소송판례' 9월부터 온라인 무료서비스/서울대 등 주요대학 특허교육 확산/'2007 상표-디자인전' 8월2일 개최/역사 속의 발명품/하루 10분 발명교실/특허Q&A/국회 산자위 소속 김태년 의원/대학 중점 연구분야 특허지도 그린다/차세대 'IPTV' 특허출원 대폭 증가/아이디어 착상 및 발명기법/"지금은 여성발명가 시대" 정부의 관심이 필요하다/도마크의 크론토질/화폐 위조방지 기술 특허출원 동향/여성발명기업 육성 방안 등 논의/협회 대구지역 모임 활발/특허청, 기술사업화 중매 선다/지역명성 상표권으로 재탄생/한국여성발명협회 회원사 발명품 가이드

• Journal of the Korean Society of Environmental Restoration Technology
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• v.7 no.2
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• pp.46-51
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• 2004

In this paper, reinforcement of soil shear strength by bamboo(substitute materials simulating a root system) are evaluated by soil strength parameters(apparent cohesion(c) and internal friction angle(tan${\Phi}$)), using simple shear tester which clearly depicts shear deformation and controls soil suction. The results show that the internal friction angle does not change under various soil suction conditions but the apparent cohesion, which reach a peak in suction of 45cm$H_2O$ near critical capillary head, is effected by soil suction. And the reinforcement of soil strength by bamboo are expressed by apparent cohesion more than internal friction angle. In addition the increment of apparent cohesion by bamboo reached a peak in suction 45cm$H_2O$ too.

• Geotechnical Engineering
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• v.12 no.2
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• pp.59-70
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• 1996

The EPS has the unit weight of only 20~30kg/m3 and is used as one of the methods of reducing road embankment loads. Parts of it's applications are for backfill materials of structures like abutment, retaining wall, etc., to reduce horizontal earth pressure and for banking materials to secure the safety of settlement and bearing capacity by minimizing the stress Increment. However, the Korean Standards (KS) has not yet proposed any testing method for use of EPS as a engineering banking material. Only its testing and quality ordinance as a heat insulation material has been standardized. Therefore, in Korea, EPS is used as banking material without any systematic testing data as a civil engineering material. In this point of view, this paper deals with the engineering characteristics of EPS through many laboratory tests on strength, strain, absorption, and creep. from the results achived through tests, this paper proposes the enactment of a suitable quality testing ordinance and the criteria of unconfined design strength of EPS for use as engineering material.