• 한국지반환경공학회 논문집
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• 제19권11호
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• pp.5-14
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• 2018

전 세계적으로 토목공사 현장에서 토사의 다짐작업은 중요한 공종 중 하나의 공종이다. 특히 도로공사에서의 다짐작업은 공사 후에도 부실시공과 밀접한 관계를 가지고 있으므로 매우 중요하게 평가된다. 현재는 여러 가지 다짐도 측정방법 중에 평판재하시험이나 모래 치환법에 의한 흙의 단위 중량 시험방법을 가장 많이 사용하고 있으나 많은 시간과 장비가 필요하며 인력도 많이 소모되어 경제성을 확보하지 못하고 있다. 본 연구에서는 중력에 의한 자유낙하 물체의 관입 깊이에 따라 다짐도 측정방법인 자유낙하 관입깊이별 다짐도 시험(Free-Fall Penetration Test, FFPT) 일명 휴대용 다짐도 측정기를 이용하여 현장실험을 실시하여 다짐도와 관입깊이 그래프를 작성하였고 낙하고 10cm에서 결정계수 값이 0.963으로 가장 정확도가 높았으며 그래프는 가로축과 세로축 모두 10진법 그래프로 작성하였으며, 허용오차범위는 관입깊이 기준으로 ${\pm}1.28mm$로 작성되었다. 휴대용 다짐도 측정기를 통하여 현장에서 간단하고 신속, 정확한 다짐도 측정이 가능하여 경제성 확보와 공정 관리가 편리하게 진행될 것이다.

• 한국산학기술학회논문지
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• 제21권10호
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• pp.393-405
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• 2020

지반 및 기초의 안정성 평가, 지진의 액상화 평가 등을 위해서 지반강도 및 지하수 높이 등 다양한 지반정보가 필요하다. 대한민국에서 행해지는 표준관입시험(Standard Penetration Test, SPT) 결과는 국토지반정보포털시스템에 등록하게 되어있다. 비시추지역의 지반정보가 필요할 경우, 지구통계기법(Geostatistics)들을 응용할 수 있다. 본 논문은 경험적 베이지안 크리깅(Empirical Bayesian Kriging, EBK)과 역거리 가중치법(Inverse Distance Weighting Method, IDWM)을 이용하여 비시추지역의 지반정보를 구할 경우의 타당성에 관한 것이다. 이 기법들을 이용하기 위해 공간 보간에 범용적으로 적용되는 Esri사의 ArcGIS Pro 프로그램을 사용하였다. 본 해석에 사용된 지구통계기법들의 정확성을 검토하기 위하여, 표준관입시험에서 구한 시추지역 지반의 강도 정수 및 지하수의 높이를 해석기법의 결과와 교차 검증하였다. 또한, 지구물리학적 기법인 표면파 다중채널분석(Multichannel Analysis of Surface Waves, MASW)조사를 추가 수행하여, 본 해석에 사용된 기법들을 재검증하였다. 포항 북구 지역을 1.0km×1.0km로 분할하여 총 111개의 구역으로 분할하였으며, 경험적 베이지안 크리깅(EBK) 및 역거리 가중치법(IDWM)을 통한 표준관입시험치 및 지하수위에 대한 교차검증을 수행한 결과, 두 기법 모두 적합한 것으로 나타났다. 표면파 다중채널분석(MASW)은 대략적인 구간 영역을 제시하여, SPT N값의 분포양상과 지하수위를 명확히 파악하기 곤란하였다.

• Journal of Electrical Engineering and Technology
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• 제12권1호
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• pp.53-63
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• 2017

The increasing of wind power penetration level presents challenges in classical optimal reactive power dispatch (ORPD) which is usually formulated as a deterministic optimization problem. This paper proposes a two-stage stochastic programming model for ORPD by considering the uncertainties of wind speed and load in a specified time interval. To avoid the excessive operation, the schedule of compensators will be determined in the first-stage while accounting for the costs of adjusting the compensators (CACs). Under uncertainty effects, on-load tap changer (OLTC) and generator in the second-stage will compensate the mismatch caused by the first-stage decision. The objective of the proposed model is to minimize the sum of CACs and the expected energy loss. The stochastic behavior is formulated by three-point estimate method (TPEM) to convert the stochastic programming into equivalent deterministic problem. A hybrid Genetic Algorithm-Interior Point Method is utilized to solve this large-scale mixed-integer nonlinear stochastic problem. Two case studies on IEEE 14-bus and IEEE 118-bus system are provided to illustrate the effectiveness of the proposed method.

• 한국지반공학회논문집
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• 제20권9호
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• pp.33-45
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• 2004

모래를 사용해서 매립하는 경우 일반적으로 한 가지 이상의 포설방법으로 매립이 수행된다. 따라서 모래매립지반은 그 특성이 층별로 다양하게 형성되며, 이러한 지반특성을 파악하기 위해서 일반적으로 콘관입시험이 널리 이용되고 있다. 콘저항값은 임의의 깊이에서 현장의 응력수준, 즉 상재하중의 크기에 따라 영향을 많이 받기 때문에 콘저항값을 현장의 응력수준으로 정규화할 필요가 있다. 그러므로 현장응력수준으로 정규화된 콘저항값을 이용하여 신뢰할 수 있는 지반정수와의 상관관계식을 도출하는 것이 바람직하다. 본 연구에서는 응력에 대해 최적으로 정규화된 콘저항값을 이용하여 더욱 합리적인 지반정수를 도출하고자, 싱가폴 창이 동부 매립현장에 위치한 l0m 높이의 여성토를 약 2 m씩 단계적으로 제거하며, 각 단계마다 콘관입시험을 실시하였다. 여기서 측정된 콘저항값을 다양한 방법으로 응력정규화하여 그 값들을 비교함으로써 최적의 정규화 방법을 제안하였다.

• 조명전기설비학회논문지
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• 제26권10호
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• pp.111-117
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• 2012

Electric vehicles (EVs) are the most promising alternative substitute to a significant amount of gasoline vehicles for climate friendly transportation. This paper conducted an EV consumer survey through the telephone for 200 residents living in apartments to predict the EV penetration level in the year 2020. The results of EV consumer survey revealed that EV will be penetrated to 10% of the total vehicles in rental apartments and to 23.6% of the total vehicles in apartments for sale(condominium) until 2020. High EV penetration level, however, will lead to an increase of power consumption and over loading of electrical installations. Integrating more electric vehicles, the capacity of transformer related in apartments should be checked to prevent the over loading of the transformer. This paper checked the possibility of over loading at transformer and suggested the load control system as one of the solutions to reduce the over loading of transformers in apartments. Also this paper reviewed other components that should be checked in the designing of EV recharging infrastructure in apartments.

• Journal of Korean Neurosurgical Society
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• 제61권5호
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• pp.568-573
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• 2018

Objective : Thoracic pedicles have special and specific properties. In particular, upper thoracic pedicles are positioned in craniocaudal plane. Therefore, manipulation of thoracic pedicle screws on the left side is difficult for right-handed surgeons. We recommend a new position to insert thoracic pedicle screw that will be much comfortable for spine surgeons. Methods : We retrospectively reviewed 33 patients who underwent upper thoracic pedicle screw instrumentation. In 15 patients, a total of 110 thoracic pedicle screws were inserted to the upper thoracic spine (T1-6) with classical position (anesthesiologist and monitor were placed near to patient's head. Surgeons were standing classically near to patient's body while patients were lying in prone position). In 18 patients, a total of 88 thoracic pedicle screws were inserted to the upper thoracic spine with the new standing position-surgeons stand by the head of the patient and the anesthesia monitor laterally and under patient's belt level. All the operations performed by the same senior spine surgeons with the help of C-arm. Postoperative computed tomography scans were obtained to assess the screw placement. The screw malposition and pedicle wall violations were divided and evaluated separately. Cortical penetration were measured and graded at either : 1-2 mm penetration, 2-4 mm penetration and >4 mm penetration. Results : Total 198 screws were inserted with two different standing positions. Of 198 screws 110 were in the classical positioning group and 88 were in the new positioning group. Incorrect screw placement was found in 33 screws (16.6%). The difference between total screw malposition by both standing positions were found to be statistically significant (p=0.011). The difference between total pedicle wall violations by both standing positions were found to be statistically significant (p=0.003). Conclusion : Right-handedness is a problem during the upper thoracic pedicle screw placement on the left side. Changing the surgeon's position standing near to patient's head could provide a much comfortable position to orient the craniocaudal plane of the thoracic pedicles.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.603-610
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• 2007

It is well known that the standard penetration test (SPT) has been used in all over the world to get geotechnical properties of the ground. However, it is difficult to apply the SPT to the dense sand, gravel, weathered rock, etc. For the application of the SPT in these grounds, it is necessary to change in the diameter and the impact energy of the SPT. For the improvement of site investigation technology, Large Penetration Testing device (KICT-type LPT) was developed and applied to the in situ condition. The drop height and weight of the hammer in developed system were decided as 760 mm and 150 kg, respectively. Semi-auto hammer drop system identical with KS F2307 and JI A1259S was adopted. And the developed sampler has the inner diameter of 63 mm and the length of 500 mm with the adjustment of energy ratio to the SPT of 1.5. The hammer energy level was measured during the performance of the KICT-type LPT using SPI system (quality control system from driven piles).

• Restorative Dentistry and Endodontics
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• 제43권1호
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• pp.2.1-2.10
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• 2018

Objectives: To determine the effect of size and insertion depth of irrigation needle on the amount of apical extruded debris and the amount of penetration depth of sealer using a confocal laser scanning microscope (CLSM). Materials and Methods: Twenty maxillary premolars were assigned to 2 groups (n = 10), according to the size of needle tip, 28 G or 30 G. Buccal roots of samples were irrigated with respective needle type inserted 1 mm short of the working length (WL), while palatal roots were irrigated with respective needle type inserted 3 mm short of the WL. Prepared teeth were removed from the pre-weighed Eppendorf tubes. Canals were filled with F3 gutta-percha cone and rhodamine B dye-labeled AH 26 sealer. Teeth were transversally sectioned at 1 and 3 mm levels from the apex and observed under a CLSM. Eppendorf tubes were incubated to evaporate the irrigant and were weighed again. The difference between pre- and post-weights was calculated, and statistical evaluation was performed. Results: Inserting needles closer to the apex and using needles with wider diameters were associated with significantly more debris extrusion (p < 0.05). The position of needles and level of sections had statistically significant effects on sealer penetration depth (p < 0.05 for both). Conclusions: Following preparation, inserting narrower needles compatible with the final apical diameter of the prepared root canal at 3 mm short of WL during final irrigation might prevent debris extrusion and improve sealer penetration in the apical third.

• 대한토목학회논문집
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• 제26권6C호
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• pp.377-384
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• 2006

다짐된 모래-벤토나이트 혼합토의 인장강도 측정을 위한 새로운 시험방법을 개발하기 위하여 일축관입(UP)시험에 대한 이론적 실험적 측면에서의 연구를 실시하였다. 다짐된 혼합토의 인장강도는 완전소성이론을 이용한 한계해석으로부터 계산될 수 있으며 개량일축관입시험기(Improved Unconfined Penetration, IUP)는 기존의 일축관입시험기와 비교하여 시험기기의 개선을 통해 측정 오류를 감소시켰다. 선행 시험 결과 원반의 크기와 재하속도의 증가와 pH가 높아(산성)짐에 따라 인장강도가 증가함을 알 수 있었다. 또한 원반 직경이 25.4mm이며 재하속도가 0.5%/min~1%/min일 경우가 개량일축관입시험에 가장 적합하다는 것을 알 수 있었다. 할렬인장시험 결과와의 비교를 통해 개량일축관입시험법의 신뢰성도 확인하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.772-777
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• 2001

The gas-assisted injection molding process is often perceived to be unpredictable, because of the extreme sensitivity of the gas. Since a slight change in design or process parameters can significantly change the resulting gas penetration, few designers and molders have the level of experience with the new gas-assisted injection molding process required for the development of new parts. This paper is concerned with the unified molding for a thick cosmetic chest by using gas-assisted injection molding. CAE analysis was carried out to design the part and the gas channel without inducing sink marks. And based on the part weight measurement, the processing parameters to control gas penetration percentage were chosen through the method of design of experiments. A thick cosmetic chest was successfully produced using the gas assist technology. The sink mark issue associated with the conventional injection molded parts was resolved. Weight savings and cycle-time reduction were also achieved.