• The Journal of Engineering Geology
• /
• v.26 no.1
• /
• pp.51-61
• /
• 2016

New building methods are needed to aid increased inner-city redevelopment and industrial construction. A particular area of improvement is the efficient use of cut slopes, with the minimization of associated problems. A retaining wall of precast panels can resist the horizontal earth pressure by increasing the shear strength of the ground and reinforcing it through contact with the panels. Precast panels allow quick construction and avoid the problem of concrete deterioration. Other problems to be solved include the digging of borrow pits, the disposal of material cut from the slope, and degradation of the landscape caused by the exposed concrete retaining wall.This study suggest the methods of improvement of an existing precast panel wall system by changing the appearance of the panels to that of natural rock and improving the process of adhering the panel to a vertical slope. The panels were tested in the laboratory and in the field. The laboratory test verified their specific strength and behavior, and the field test assessed the panels' ground adherence at a vertical cutting. Reinforcement of the cutting slope was also measured and compared with the results of 3D numerical analysis. The results of laboratory test, identified that the shear bar increase the punching resistance of panel. And as a results of test construction, identified the construct ability and field applicability of the panel wall system adhered to in-situ ground. In addition to that, extended measurement and numerical analysis, identified the long-term stability of panel wall system adhered to in-situ ground.

• 전기의세계
• /
• v.42 no.4
• /
• pp.19-28
• /
• 1993

본고에서 언급한 내용은 대부분이 우리나라의 케이블 관련 연구 및 운용현장에서는 전혀 적용하지 않고 있는 기술로서 다른 분야의 활발한 연구사황과는 달리 국내의 전력케이블 분야에 대한 컴퓨터 적용기술은 매우 낙후되어 있다고 할 수 밖에 없다. 이는 케이블의 제조 및 포설과 이에 관련된 여러가지 시험에도 연구해야 할 분야가 많고 각종 Data도 부족하여 컴퓨터 적용까지는 많은 거리감이 있을지도 모르지만 또한 고전압분야의 각종 관련시험만으로 족하다는 연구 안주경향도 문제라고 할 수 있다. 이제 국내에서도 전력케이블 연구회도 조직되어 본격적인 연구의 협력체제에 들어갔고 이 분야의 연구인력과 사용자 등 관련자도 증가하고 있으므로 하루가 다르게 발달하고 여러가지 효용성을 제공하고 있는 컴퓨터를 이용한 관련기술을 전력케이블에 적용하여 실제 현장에서의 전력케이블 운전에 크게 기여하게 될 것을 기대한다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.33 no.6
• /
• pp.2359-2368
• /
• 2013

Cone penetration tests (CPTs) have been increasingly used for site characterizations. However, the site investigations using CPTs are often limited due to soil conditions depending on the cone size and capacity of the CPT system. The small sectional area of a miniature cone improves the applicability of the CPT system due to the increased capacity of the CPT system. A continuous intrusion system using a coiled rod allows fast and cost effective site investigation. In this study, the performance of the continuous intrusion miniature cone penetration test (CIMCPT) system has been evaluated by comparison tests with the standard CPT system at several construction sites in Korea. The results show that the CIMCPT system has a same performance with the CPT system and has advantages on the mobility and applicability. According to field verification tests for scale effect evaluation, the cone tip resistance evaluated by CIMCPT overestimates by 10% comparing to standard CPTs. A crawler mounted with the CIMCPT system has been implemented to improve accessibility to soft ground, and has shown improvement over the truck type CIMCPT system. Therefore, the improved CIMCPT system can be utilized as a cost effective and highly reliable soil investigation methodology to detect the depth of soft ground and to evaluate soil classification.

• 전기의세계
• /
• v.42 no.4
• /
• pp.29-35
• /
• 1993

1. 현장 시험을 위하여 여러가지 방법이 제안되어 적용되고 있지만 그 어느것도 뚜렷한 결과를 제시하지 못 하고 있다. 2. DC test는 이미 언급된 문제로 인하여 시험목록에서 제외되어야 한다. 3. 교류 시험은 현재 많이 적용되고 있지만, 경우에 따라서는 적용이 불가능하다. 그러나 전력원에 직접 케이블 선로를 연결하는 것이 가능한 경우에는 1.732U$_{0}$ 전압에서의 시험은 타당하다고 할 수 있다(시험 시간이 명기되어야 함). 4. 진동파 시험은 충분히 민감하지 않지만, U$_{0}$하에서 PD측정을 병행하면 타당한 방법이 될 수 있다. 5. HV 케이블에 있어서 다른 방법(VLF와 SI)의 적용은 더 구체적으로 연구되어야 한다.

• The Journal of Engineering Geology
• /
• v.30 no.4
• /
• pp.635-648
• /
• 2020

Performance improvement of helical piles in static load tests using hexagon joints that do not require welding or bolting was investigated. Two sites were selected for pile field tests to evaluate their bearing capacity. Static and pull-out load tests were undertaken to assess the method for estimating bearing capacity. The field tests indicated that the bearing capacity of the gravity grout pile was ≥600 kN in the static load test, consistent with the AC 358 Code. The non-grout pile had a bearing capacity of ≤600 kN, suggesting that gravity grouting is required. Field pile load-test results were used to establish the bearing capacity equation, based on a small number of helical pile.

• KEPCO Journal on Electric Power and Energy
• /
• v.7 no.1
• /
• pp.35-43
• /
• 2021

한국전력공사 전력연구원에서는 2018 년 고창 전력시험센터에서 최초 화재 발생 이후, ESS 시스템의 화재 발생 원인에 대한 분석 및 실증시험을 수행하였으며, 이를 통해 현장에서 화재 발생을 최소화할 수 있는 다양한 설비개선안을 도출하였다. 도출된 설비개선안을 통하여 기술지원 요청 부서에서는 전국의 모든 현장 적용을 시행하고 있으며, 이를 통하여 한전이 보유한 모든 ESS 설비는 2021 년 내재 가동될 예정이다.

• Journal of the Korean Geotechnical Society
• /
• v.17 no.5
• /
• pp.97-105
• /
• 2001

현장타설말뚝의 건전도 평가에서 충격반향, 충격응답기법과 같은 비검측공 시험법을 적용하는 사례가 점차로 증가되는 추세에 있다. 비검측공시험법의 적용성을 체계적으로 평가하기 위해 수행된 일련의 연구결과 중에서 본 논문에서는 시험법의 결함탐지 능력을 평가하기 위해 수행된 해석적 연구결과에 관해 논한다. 이 연구에서는 시험법의 결함탐지능력에 대한 제반 영향인자 중에서 결함의 유형, 위치 및 크기의 영향을 평가하고자 하였다. 이를 위해서 여러 가지 조건에서 말뚝머리에 작용하는 충격하중에 대한 흙-말뚝 구조의 동적응답을 ABAQUS를 이용한 유한요소법으로 해석하였다. 이로부터 얻은 신호를 충격반향 혹은 충격응답기법으로 처리.분석하여 각 시험법의 결함탐지 능력을 평가해 보았다. 연구결과 이들 두 기법 모두 결함의 위치와 유형은 비교적 정확하게 탐지하는 것으로 나타났다. 그러나 충격응답기법을 이용하여 추정한 결함 크기는 신뢰도가 매우 낮았다. 이 문제를 해소하여 시험법의 적용성을 향상시키기 위해서는 측정된 동적응답신호를 이용하여 적절한 역계산 기법을 개발하여 적용할 필요가 있다는 결론을 얻었다.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.22 no.5
• /
• pp.485-500
• /
• 2020

Due to various advantages such as small facilities, ease of construction and so on, the grouting technology which is widely used in construction field has developed remarkably compared with the past. However, the efforts to improve the homogeneity of quality, long-term durability and environmental problems have been continued. In recent years, new grouting method has been developed in order to solve problems such as low strength, durability and leaching phenomenon of liquid glass (sodium silicate) grouting material in Korea. A newly developed method integrates the injection material with the ground by the self-healing material of crystallization growth type. For this reason, it is known that improvement of the durability and water quality of the ground, prevention of leaching, and environment friendliness can be expected. The present study applied a newly developed method to test sites and verified its effect such as injection range, improvement effect, waterproofing performance and so on. Standard penetration test, field permeability test, borehole shear test, pressuremeter test and pH test were conducted, and the results were compared between before and after developed method application. As results of tests, the field applicability and improvement effect of developed method were proved to be excellent.

• International Journal of Highway Engineering
• /
• v.12 no.3
• /
• pp.1-8
• /
• 2010

This study is performed to evaluate the physical and mechanical characteristics of an acryl polymer concrete that is developed as an overlay material for cement concrete slabs and pavements. Various laboratory tests including viscosity, flow, compressive strength, flexural strength, tensile strength, linear shrinkage, thermal expansion and thermal compatibility tests are performed. It is observed from the laboratory tests that the acryl polymer concrete developed in this study satisfies all the requirements suggested by ACI guideline. In addition to the laboratory tests, an accelerated performance testing (APT) is conducted to validate the performance of the acryl polymer concrete. During the APT, no significant distresses are observed until 15,903,939 cycles of equivalent single axle loading is applied. Finally, a 10mm thick overlay with the acryl polymer concrete is applied on top of an old deteriorated concrete pavement to evaluate field performance. Right after the field construction, skid resistance, noise and roughness are measured. The skid resistance and noise level have been significantly improved while the roughness is increased. Periodic investigation for the field study section will be conducted to evaluate the long-term performance.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.31 no.6C
• /
• pp.241-250
• /
• 2011

The design method of IGM proposed by FHWA to predict bearing capacities of drilled shaft socketed in weathered granite has been used generally. In this study, site investigations were performed in a pilot test site, and disturbance and roughness were measured. Geotechnical properties were assorted as cohesive material and undisturbed and smooth surface. A simple relationship was proposed to predict unconfined strength ($q_u$) of weathered granite using static load test results, load transfer test results and N values. It was confirmed that the design method to estimate bearing capacities of drilled shaft could improve IGM's theory for weathered granite from this research.