• Journal of the Korean GEO-environmental Society
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• v.10 no.6
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• pp.105-115
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• 2009

In this study, SPT, FV, and CPT tests were performed at five very soft grounds in southern coast of Korea to characterize the $S_u$ of very soft ground. In addition, a new modified SPT that is applicable to very soft ground was developed. Tests results showed that in very soft ground (N<2), the $S_u$ was lower than 12.5 kPa using the empirical N-Su correlation, and lower than 50 kPa and 65 kPa using vane shear test and CPT, respectively. It was shown that the results of in-situ tests were higher than those estimated from the N-Su correlation, and it was also demonstrated that the range of estimated $S_u$ was quite wide. New correlations that relate the modified SPT $N_m$ with Su from FV and CPT were developed, which are $S_u=1.76N_m-10.47$ and $S_u=1.82N_m-9.71$, respectively.

• The Bulletin of The Korean Astronomical Society
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• v.37 no.2
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• pp.172.2-172.2
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• 2012

위성은 발사 후 임무수행을 위하여 자세획득 및 자세결정이 필수적이다. 저궤도 위성에서 자이로센서는 별 센서와 함께 사용되거나, 별 추적기와 사용하여 자세의 변화량을 읽고 자세제어를 수행한다. 자이로센서는 크게 전력공급부와 각속도 측정부, 그리고 전자처리부 등으로 구성된다. 위성은 발사 전 조립시험 기간 동안 전자파, 진동, 열/진공 등의 환경시험 통하여 수차례의 성능 유무를 확인한다. 본고에서는 열진공시험 전과 후, 그리고 열진공시험 진행중에 측정한 결과를 통하여, 시스템적인 측면에서의 자이로센서 건강상태 및 성능을 분석하였다. 위성시스템 상태의 자이로 시험은 자이로센서가 가질 수 있는 조합에 따라 위성의 방향에 따른 지구각속도를 확인 및 관련 데이터를 분석하였다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2011.11a
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• pp.400-403
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• 2011

We performed Instron and Impact tests to estimate necessary explosive charge weight for cutting the cable whose diameter is 22 mm. The cutting energy measured by Instron was 21.3 J. Impact test were performed 8 times each at 5 different energies. The Impact test results were analysed by Probit methods. The cutting energy was calculated 37.7 J with 99.99% probability at 99% confidence, which is roughly equivalent to 250 mg of Zirconium potassium Perchlorate (ZPP).

• Aerospace Engineering and Technology
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• v.11 no.1
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• pp.158-168
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• 2012

This paper deals with TVC nozzle stroke verification test and corresponding analysis techniques related to kick motor TVC system of KSLV-I second stage. It is shown that the relationship between TVC stroke and potentiometer voltage is revealed via the open-loop stroke verification test, and other major operational parameters including nozzle alignment error, actuation error, neutral position, radius of nozzle rotation, location of nozzle rotation center, angle conversion coefficients, etc. are analyzed via the closed-loop stroke verification test. The TVC stroke verification test results for the first and second flight model of KSLV-I show that all TVC operational parameters of KSLV-I second stage were normally setup for the first and second flight tests.

• International Journal of Highway Engineering
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• v.10 no.4
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• pp.103-116
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• 2008

In this study, in-situ testing method, Dynamic Cone Penetration Test(DCPT) was presented to establish a new compaction control criteria with using mechanical property like elastic modulus instead of unit weight for field compaction control. Soil chamber tests and in-situ tests were carried out to confirm DCPT tests can predict the designed elastic modulus after field compaction, and correlation analysis among the DCPT, CBR and resilient modulus of sub grade were performed. Also, DCPT test spacing criteria in the construction site was proposed from the literature review. In the result of laboratory tests, Livneh's equation was the best in correlation between PR of DCPT and CBR, George and Pradesh's equation was the best in the predicted resilient modulus. In the resilient modulus using FWD, Gudishala's equation estimates little larger than predicted resilient modulus and Chen's equation estimates little smaller. And KICT's equation estimates the modulus smaller than predicted resilient modulus. But using the results of laboratory resilient modulus tests considering the deviatoric and confining stress from the moving vehicle, the KICT's equation was the best. In the results of In-situ DCPT tests, the variation of PR can occur according to size distribution of penetrate points. So DCPT test spacing was proposed to reduce the difference of PR. Also it was shows that average PR was different according to subgrade materials although the subgrade was satisfied the degree of compaction. Especially large sized materials show smaller PR, and it is also found that field water contents have influence a lot of degree of compaction but a little on the average PR of the DCPT tests.

• The Bulletin of The Korean Astronomical Society
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• v.37 no.2
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• pp.173.1-173.1
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• 2012

천리안 위성 원격측정명령계 RF부는 위성 장착 이후 발사 전까지 여러 단계의 위성체레벨 기능시험을 거치며 요구 성능을 만족하는지를 충분히 확인하였다. 위성 발사후부터 정상궤도 진입 후에 발사전 원격측정명령계 RF가 원하는 요구 기능 및 성능을 만족하고 있는지를 확인하는 궤도운용시험이 수행되었다. 본 논문은 원격측정명령계 RF부의 궤도운용시험 계획에 따라 수행하여 얻어진 시험 결과에 대한 분석에 대한 것이다. 먼저 발사 후 LEOP 동안 원격명령이 정상적으로 수신되고 수행되는지 확인하였다. 그 이후 원격명령이 언락되는 수신 파워 임계(Threshold) 입력 레벨 확인을 확인하였으며 원격측정 다운링크 주파수 변이가 요구범위에 있는지 확인하였으며, 수신신호 스펙트럼 측정을 통해 TM EIRP를 추정한 결과 링크 버짓 마진 대비 추가적인 마진이 있음을 확인하였으며 또한 TM 송신 신호 변조지수가 추정범위 안에 있는지를 확인하였다. 그리고 레인징 시험을 통해 수신기 및 레인징 기능이 정상적으로 동작하고 있음을 확인하였다. 이 궤도운용시험 결과는 후속 정지궤도복합위성 원격측정명령계 RF부 궤도운용시험을 위한 비교 자료로 활용될 것이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.11
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• pp.5572-5577
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• 2012

Results of in-situ test, laboratory test and strength prediction method for the soft soil underlain by failed road embankment were compared each other. Comparing cone penetration test results with the field vane test results it can be seen that cone factor is 12. Undrained shear strengths determined from the cone factor which was predicted by prediction equation were smaller than those obtained from field vane tests. Among the prediction methods Jamiolkowsky's method gave close strengths to the measured undrained shear strengths by field vane tests and strength ratio were 0.88~1.23.

• Journal of the Korean GEO-environmental Society
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• v.14 no.11
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• pp.13-23
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• 2013

In the west coastal soft ground, the static and dynamic loading tests for PHC piles which were executed using light driving without injecting cement milk were carried out and the correlation was analyzed. Initial dynamic loading test used hydraulic hammer(ram weight 70kN) and final average penetration effect presented 3.0 to 8.0mm at 0.8m drop. Then final allowable bearing capacity using CAPWAP presented 776.4 to 1,053.6kN a pile. The static loading tests which were performed at the other piles loaded 200% of the design load dividing by eight phases. As the result, total settlement was 15.97 to 16.38mm and residual settlement was 4.48 to 5.38mm, but both yielding and ultimate load can't be estimated. Therefore, allowable bearing capacity was determined larger than 1,200kN a pile regarding maximum test load as yielding load. Thus, it showed that allowable bearing capacity of the dynamic loading test was larger than static loading test in 1.54 to 1.14 times.

• Proceedings of the Korea Society of Environmental Toocicology Conference
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• 2003.10a
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• pp.151-151
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• 2003

토양에 방치된 농업용 폐비닐은 거의 분해가 되지 않으며, 수분과 공기의 유통을 차단하고 토양 내 미생물들의 흐름을 막아 토양을 더욱 황폐화시키게 된다. 불법적인 소각 때는 산불의 위험에다 다이옥신, 염소 및 염화수소가스 등을 배출해 대기오염을 유발시킨다. 폐비닐을 열분해과정으로 처리하여 아주 작은 입자로 미분쇄하고 겔상태로 용융된 원료물질속으로 완전히 균일하게 혼합하여 골재로 활용하는 과정에서 가스상과 액상의 여러 가지 중간생성물질이 발생하게 되며, 농약의 살포에 의한 잔류농약 둥 인체에 유해가능한 요소들이 있을 수 있다. 본 연구에서는 개발공정이나 제품에서 인체에 영향을 미칠 수 있는 물질에 대하여 유해성을 평가하고 용응 겔 및 가스와 오일에 함유된 화학성분을 분석하였기에 보고하고자 한다 시험동물의 혈액생화학적 검사에서는 농업용 폐비닐물질 및 열분해 파생물질의 혈청 Cholesterol, 혈청 Alanine aminotranseferse와 Aspartate aminotransferse, Albumin 수치, LDH, Glucose, Uric acid, A/C 비 등의 생화학적 활성도를 측정한 결과들에서는 농업용 폐비닐물질을 투여한 시험군에서 나타난 결과와 비교하여 열분해 파생물질을 투여한 시험군에서 나타난 결과가 감소된 통계결과를 보였다. 이 결과들은 농업용 폐비닐물질을 투여한 시험군보다 열분해 파생물질을 투여한 시험군의 외부독성물질 투여에 의한 생체독성의 영향과 생체에 가해진 스트레스강도가 작았음을 의미하는 것이다. 잔류농약분석에서는 시료로부터 농약을 추출하는 용매추출과정, 시료추출물 중 공존하는 방해성분을 제거하는 정제과정, 폐비닐물질 및 열분해 파생물질 성분을 100mg/kg 이상군의 투여 후 시험동물의 부검시 모든 투여군에서 독성소견이 인정되지 않았다. 이와 같은 결과로 열분해 및 연소과정에서 발생하는 파생물질의 분석결과를 응용하여 대기오염을 방지하고 인체 유해물질을 차단하는 공해 방지 설계의 기초자료를 제안하고자 한다.

• Journal of the Korean Geotechnical Society
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• v.15 no.4
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• pp.85-97
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• 1999

For a deltaic clay in the mouth of the Nakdong river, OCR was investigated through methods using the results of field measurement, laboratory and field soil tests. As a result, OCRs were obtained around the range of 0.95 to 1.20 by analysis of field measurements, although they were estimated around the values of 0.4 to 0.7 by the results of conventional consolidation tests for the clay. From the dissipation test it was found out that the excess pore pressures scarcely existed in the clay deposit and then the soil was not in the underconsolidated condition. And the OCRs obtained through methods of Mayne(1991) and Cao et al(1996) using the piezocone test and of Mayne & Kemper(1988) using the cone penetration test were in good agreement with those of field measurement.