• 한국지반환경공학회 논문집
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• 제12권8호
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• pp.39-50
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• 2011

흙막이 가시설 공사에 사용되는 H-pile은 철거의 어려움으로 공사 완료 후 그대로 지중에 사장되거나 사용 후 인발된다. 이때 H-pile 외부에 공동이 있을 경우 지반 변형을 일으키게 된다. 본 연구의 목적은 H-pile을 이용한 흙막이 구조물 조성 시 천공 후 공동 충진을 용이하게 할 수 있고, H-pile 회수 시 마찰을 최소화하는 채움재 개발에 있다. 일차시험에서는 연구 목적을 만족하는 배합비를 선정하기 위해 수행되었고, 이차시험에서는 사용재료와 철판의 전단시험으로 인발 시 적용성을, 압밀시험을 통해 공동 충진 시 적용성을 평가하였다. 시험결과 유동화 채움재로서 우수한 성질을 보이는 배합은 벤토나이트를 기준으로 물 350%~450%, 시멘트 70%~100%, 모래 70%~100%가 포함된 배합으로 나타났다.

• 한국농공학회지
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• 제35권2호
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• pp.43-56
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• 1993

The laboratory tests are performed on how the liquefaction potential of the sea dike structures on the saturated sand or silty sand seabed could be affected due to earthquake before and after construction results are given as follows ; 1. Earthquake damages to sea dike structures consist of lateral deformation, settlement, minor abnormality of the structures and differential settlement of embankments, etc. It is known that severe disasters due to this type of damages are not much documented. Because of its high relative cost of the preventive measures against this type of damages, the designing engineer has much freedom for the play of judgement and ingenuity in the selection of the construction methods, that is, by comparing the cost of the preventive design cost at a design stage to reconstruction cost after minor failure. 2. The factors controlling the liquefaction potential of the hydraulic fill structure are magnitude of earthquake(max. surface velocity), N-value(relative density), gradation, consistency(plastic limit), classification of soil(G & vs), ground water level, compaction method, volumetric shear stress and strain, effective confining stress, and primary consolidation. 3. The probability of liquefaction can be evaluated by the simple method based on SPT and CPT test results or the precise method based on laboratory test results. For sandy or silty sand seabed of the concerned area of this study, it is said that evaluation of liquefaction potential can be done by the one-dimensional analysis using some geotechnical parameters of soil such as Ip, Υt' gradation, N-value, OCR and classification of soils. 4. Based on above mentioned analysis, safety factor of liquefaction potential on the sea bed at the given site is Fs =0.84 when M = 5.23 or amax= 0.12g. With sea dike structures H = 42.5m and 35.5m on the same site Fs= 3.M~2.08 and Fs = 1.74~1.31 are obtained, respectively. local liquefaction can be expected at the toe of the sea dike constructed with hydraulic fill because of lack of constrained effective stress of the area.

• 보존과학연구
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• 통권35호
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• pp.45-55
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• 2014

태안 마도1호선에서 출수된 대나무 소반은 해양에 매장되어 있는 동안 열화되어 매우 취약한 상태였다. 따라서 치수안정화처리를 위해 약품 4종(Sucrose, Dammar gum, Cetyl alcohol, Polyethylene glycol 4000)을 사용하여 예비실험을 진행했다. 실험 결과 수용성 PEG 4000 함침 후 진공동결건조법을 적용한 시료가 형태를 잘 유지하고 처리 후 색상이 밝게 표현되어 수침대나무를 보존처리하는데 적합한 방법으로 평가되었다. 대나무 소반 2점 중 1점은 수용성 PEG 4000을 10%에서 40%까지 함침처리 한 후 진공동결건조하였다. 다른 한 점은 수용성 PEG 4000을 10%에서 70%까지 함침처리하였다. 그 후 대나무 소반의 편을 모두 해체한 후 각각의 부재를 폴리카보네이트판으로 진공동결건조하였다. 또한 형태유지 및 강도부여를 위해 아크릴을 사용하여 유물 형태에 맞추어 틀을 제작한 후 그 위에 소반을 복원함으로써 원형을 찾고 전시 및 보관이 용이하도록 하였다.

• 한국지반환경공학회 논문집
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• 제13권8호
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• pp.85-94
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• 2012

실내시험을 통하여 현장여건을 고려한 스미어 영향을 평가하기 위하여 3종류(C:M=1:0, C:M=0.5:0.5, C:M=0:1)의 재성형 시료를 이용하여 다양한 조건의 3차원 실내 모형시험을 30종 실시하여 스미어 존의 발생범위를 측정하고 대표적인 위치에서 시료를 채취하여 스미어 존 내에서의 투수계수의 변화특성을 검토하였다, 연구결과, C:M=1:0(점토 100%)의 경우 맨드렐 관입길이, 맨드렐의 크기, 토압고려여부, 단위중량 및 맨드렐의 형상의 순으로 스미어 존의 발생범위에 큰 영향을 미치는 것을 알았다. 따라서, 현장에서 맨드렐의 관입, 인발의 영향을 크게 받는 장척의 배수재를 설치하는 경우에는 기존의 실내시험을 통한 연구결과에 비해 스미어 존이 더욱 크게 형성되며, 스미어 존(smear zone)의 직경 ($d_s$)은 맨드렐(mandrel) 환산직경($d_m$)의 약 1.89~2.48배로 나타났다. 지반밀도와 맨드렐관입특성이 동일한 조건인 경우에 실트의 함유량이 높은 지반일수록 스미어 존의 발생범위는 넓어지는 것을 알았다. 현장의 토압이 크게 고려될수록, 맨드렐 사이즈가 클수록, 단위중량이 작을수록 스미어 존의 발생범위는 적게 나타났다. 맨드렐 관입, 인발에 의한 투수계수 비($k_{hs}/k_{ho}$)는 재성형시료를 사용한 본 실험에서 평균적으로 약 0.70~0.85의 범위를 나타냈으며, 투수계수저하의 영향요인과 영향치는 스미어 존의 발생범위와 유사하게 나타나는 것을 알았다.

• 유통과학연구
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• 제14권7호
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• pp.101-114
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• 2016

Purpose - The aim of this study is to investigate the benefit-sharing activities. They affect contract renewal intention between franchisers and franchisees that are linked through a contract with the intention of building their relationship from the level based on dynamic trust. This study will show a new approach on qualitative growth and consolidation of competitive power and may well be able to suggest practical ways to strengthen directions in the field of franchise industries. Research design, data, and methodology - In this study, based on literature review, we separated logistical-supporting activities and non-logistical-supporting activities from benefit-sharing activities. We modeled how benefit-sharing activities influence contract renewal intention of franchisees by dynamic trust. In particular, considering the possibility of trading concepts and characteristics of trust between providers opportunistic behaviors was defined as variables, depending on the situation and dynamic characters reveal their relationship trust concept. That is, dynamic trust having the possibility of changing depending on opportunistic risks and interdependencies by Lewis & Weigert(1985, 2012) was classified into transitional-based trust, calculated based trust, relational-based trust and balance-based on trust. The total of 104 samples from domestic franchisees being with franchisees were collected by using a structural composed questionnaire. Results - The results are as following. Benefit-sharing activities in logistical supporting activities appeared to affect the multidimensional concept of transitional trust, calculated based on trust, relationship-based trust and balance based on trust dynamic trust with all-defined impact. Non-logistical supporting activities appeared to affect significantly the positive (+) to the dynamic trust concept except transitional trust. Lewis & Weigert(1985; 2012) have proposed a dynamic confidence calculated from relations within-based trust relationship based on trust appears to affect the significant positive (+) to the balance-based confidence transactions confidence mechanism of the system side in the verified relationship. Finally, a relationship based on trust and confidence in the balance based on the Influence of dynamic renewed confidence showed significantly affect the positive(+). In particular, the balance based trust showed the acts as a mediating factors between relational trust and confidence and renew calculated. Conclusion - From the above these results, the significance from this study is as following. First, the proposed activity is to share and validate the approach by identifying the potential in the relationship from the contract with building dynamic trust, and one of the ways from the franchise headquarters and affiliated merchants mutual growth through win-win cooperation in sharing activities. Next, the dynamic segmentation confidence to suggest the possibility can be broken down over the validity and reliability test for each concept. In addition, by identifying the relationship between the dynamic level of confidence granular multi-dimensional concept, to determine the level of trust with a dynamic relationship between risk and interdependencies can be possible in franchise industries. In order to maintain and develop their mutual relationship, franchise industries should propose confidence-building steps to promote their quality improvement.

• Geomechanics and Engineering
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• 제25권3호
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• pp.207-219
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• 2021

Several additives are used to enhance the geotechnical properties (e.g., shear wave velocity, shear modulus) of soils to provide sustainable, economical and eco-friendly solutions in geotechnical and geo-environmental engineering. In this study, piezoelectric ring actuators are used to measure the shear wave velocity of unreinforced, fiber, cemented, and fiber reinforced cemented Toyoura sand. One dimensional oedometer tests are performed on medium dense specimens of Toyoura sand-cement-fiber-silica flour mixtures with different percentages of silica flour (0-42%), fiber and cement (e.g., 0-3%) additives. The experimental results indicate that behavior of the mixtures is significantly affected by the concentration of silica flour, fiber and cement additives. Results show that with the addition of 1-3% of PVA fibers, the shear wave velocity increases by only 1-3%. However, the addition of 1-4% of cement increases the shear wave velocity by 8-35%. 10.5-21% increase of silica flour reduces the shear wave velocity by 2-5% but adding 28-42% silica flour significantly reduces the shear wave velocity by 12-31%. In addition, the combined effect of cement and fibers was also found and with only 2% cement and 1% fiber, the shear wave velocity increase was found to be approximately 24% and with only 3% cement and 3% fibers this increased to 35%. The results from this study for the normalized shear modulus and normalized mean effective stress agree well with previous findings on pure Toyoura sand, Toyoura silty sand, fiber reinforced, fiber reinforced cemented Toyoura sand. Any variations are likely due to the difference in stress history (i.e., isotropic versus anisotropic consolidation) and the measurement method. In addition, these small discrepancies could be attributed to several other factors. The potential factors include the difference in specimen sizes, test devices, methods of analysis for the measurement of arrival time, the use of an appropriate Ko to convert the vertical stresses into mean effective stress, and sample preparation techniques. Lastly, it was investigated that there is a robust inverse relationship between α factor and 𝞫₀ exponent. It was found that less compressible soils exhibit higher 𝜶 factors and lower 𝞫₀ exponents.