• Title/Summary/Keyword: Civil Society

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A Study on Static Lateral Loading Test for Large Diameter Drilled Shaft Pile Considering the Pile Lead Fixity Conditions (말뚝두부구속조건을 고려한 대구경 현장타설말뚝에 대한 수평정재하시험 연구)

  • Lee, Min-Hee;Hwang, Geun-Bae;Jung, Sung-Min;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.36-43
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    • 2004
  • Most of pile foundations are fixed head condition, but lateral loading test for pile is performed under free head condition generally In this study, a lateral loading test for a large diameter drilled shaft was performed under the fixed pile head and the free pile head condition, where lateral displacement along the pile depth was measure. Test results and theoretical values were compared and analyzed.

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A Field Test Study on stress concentration ratio of Crushed-Stone Column Pile (쇄석다짐말뚝의 응력분담비에 관한 현장실험 연구)

  • Lee, Min-Hee;Im, Jong-Chul;Hwang, Geun-Bae;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.525-532
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    • 2004
  • Among soft ground treatment methods with granular soil used in domestic, the sand compaction pile method has been utilized greatly, but, as a result of exhaustion of sand and increase of unit cost, a necessity of an alternative method is suggested. In this study, the static load tests for crushed-stone compaction piles which were constructed on test field were performed. Based on test results, stress concentration ratios between the crushed-stone compaction pile and the soft ground were investigated and estimated. The stress concentration ratio was the range of 1.7 to 3.0 and the higher it was the more replacement rate was increased.

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Evaluation of the Reinforcing Effect on Shallow Foundation by Micropiles (Micropile에 의한 얕은기초의 보강효과)

  • Jeang, Jae-Young;Bae, Kyung-Tae;Park, Seong-Wan;Lee, Chong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.538-543
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    • 2004
  • Micropile has been widely used for reinforcing general grounds, improving slope stability and structural foundations. However, a need still exists for evaluating the effects of inclined micropiles on shallow foundations in Korea. In this paper, numerical analyses were presented to evaluate settlement characteristics on shallow foundations reinforced by micropiles and the effects of inclined micropiles under various conditions such as the installation position, installation angle, hardness(diameter), and grouting type. In addition, this paper reports trends of effectiveness and efficiency of using inclined micropiles on shallow foundations under specified conditions.

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Variational Method for the Numerical Analysis of Saturated Granular Soils under Dynamic Loads (포화된 사질토의 동적 수치해석 기법)

  • Song, Chi-Yong;Wolfe, W.E.;Chun, Byung-Sik;Kim, Kyung-Min
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.746-756
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    • 2004
  • 포화토의 거동은 흙과 유체사이의 상호작용에 의해 지배된다. 특히, 동화중 작용시 포화된 사질토에서는 이러한 상호작용에 의해 급격한 액상화 현상이 유발되며 이는 동역학직, 유체역학직으로 복합적인 거동을 나타네어 복합하므로 오직 수치해석적인 방법을 이용한 거동해석만이 가능하다. 본 연구는 사질토에서의 동적 거동해석을 위한 수치해석기법 개발에 그 목적을 두었다. 본 수치해석기법은 Hiremath (1987, 1996)의 "Dynamics for Saturated Soils" 이론에 Sandhu (1975a, 1975b, 1976)의 Variational 기법을 적용하여 개발되었으며 간극수압과 관련된 다양한 토질역학적 문제들에 적용될 수 있을 것으로 기대된다.

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IPS Earth Retention System (IPS(Innovative Prestressed Wale System) 흙막이 공법의 개발)

  • Park, Jong-Sik;Kim, Nak-Kyung;Han, Man-Yop;Kim, Jong-Woo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.293-300
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    • 2004
  • A new earth retention system(Innovative Prestressed Wale System) has been developed and introduced. IPR earth retention system provides an economical benefit, construction easiness, good performance and safety. IPS is a prestressed wale by using a steel wire, which provides a high stiffness to resist the earth pressure. In order to investigate the applicability and the safety of new IPS system, field tests were performed. A new IPS system applied in a trench excavation performed successfully. Basic principles and mechanism of IPS system and measure performance were presented and discussed.

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Dielectric and Electrical Resistivity Characteristics of Saturated Clay Subjected to Consolidation (포화된 점토의 압밀과정에 따른 유전상수와 전기전도도의 변화)

  • Kim, Yong-Sung;Oh, Myoung-Hak;Bang, Sun-Young;Park, Jun-Boum
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.791-798
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    • 2004
  • 압밀현상에 따른 포화된 점토의 유전특성과 전기비저항 특성을 분석하기 위해서 전기적 측정이 가능한 Oedometer 압밀시험기를 준비하였다. 포화된 카올리나이트 시료에 대해서 실시한 압밀시험 결과, 압밀현상에 따른 직류 전기비저항과 1MHz (저주파대) 유전상수는 간극수의 소산에 따라 선형으로 증가하는 경향을 보였다. 점토의 전기비저항 특성은 압밀 현상 시 발생하는 흙의 함수량 및 공극비의 감소, 즉 흙의 구조적 특성에 의하여 변하는 것으로 나타났다. 반면, 포화된 점토의 유전 특징은 불포화 점토와는 달리 흙 표면에서 발생하는 분극현상에 의하여 크게 영향을 받는 것으로 나타났다.

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Analytical Study on the Determination of Shape for Connector of Seismic Reinforced Strip (내진보강재의 체결부 형상결정에 대한 해석적 연구)

  • Kim, Jin-Sup;Kwon, Min-Ho;Lim, Jeong-Hee;Seo, Hyun-Su
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.4 no.3
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    • pp.1-6
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    • 2013
  • In this study, a shape of connector on seismic reinforced strip, which did not cause any physical damage to concrete column and can repair and reinforcement was decided by using nonlinear finite element analysis. Load displacement was applied on the concrete attached by strip. Stress distribution of connector by extension of concrete were checked. Through stress distribution of this analysis results, the most favorable shape was selected as a shape of the connector.

Modified Design of Floating Type Photovoltaic Energy Generation System (부유식 태양광 에너지 발전시설의 수정설계)

  • Lee, Young-Geun;Joo, Hyung-Joong;Nam, Jeong-Hun;Yoon, Soon-Jong
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.1 no.4
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    • pp.18-27
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    • 2010
  • We had designed and constructed floating type photovoltaic energy generation system. In this paper, we present the result of investigations pertaining to the development of links between unit modules of the floating type photovoltaic energy generation system. The link system installed between the unit modules is made of pultruded FRP, tire, and polyethilene synthetic fiber rope. The link system is analized by the finite element method. The floating type photovoltaic energy generation system consisted of unit modules connected by link system is installed successfully at sea site. In addition, we present the modified design of the floating type photovoltaic energy generation system based on the proto type system.

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Shadow Effects Correction of Aerial Color Image Using Multi-Source Data Sets

  • Sohn, Hong-Gyoo;Yun, Kong-Hyun;Song, Yeong-Sun;Park, Hyo-Keun
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2004.11a
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    • pp.285-290
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    • 2004
  • 그림자효과 보정은 도심지역에서 영상 해석 또는 지상의 인공지물을 추출하는데 있어서 상당히 중요한 처리과정이다. 본 연구에서는 다중자료원(Multi-Source Data Sets)을 이용하여 컬러항공사진에 발생한 그림자의 효과를 효율적으로 처리 및 보정 할 수 있는 알고리즘을 제시하였으며 시각적인 비교뿐만 아니라 도로추출의 시도로 그림자 보정효과의 입증하였다. 또한 다중자료원인 컬러항공사진, LiDAR 고도자료 그리고 1:1000 수치지도를 이용하여 각 센서 및 기존 자료가 가지고 있는 장점을 최대한 살려 시너지 효과를 나타낼 수 있도록 적절한 융합과정을 시도하여 성공적인 예를 보여주었다.

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Thermal Influential factors of Energy pile considering Ground saturation (지반 포화조건을 고려한 에너지파일의 열적거동 인자분석)

  • Song, Jin-Young;Paek, Jin-Yeol;Yun, Tae-Sup;Jeong, Sang-Seom
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09b
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    • pp.104-112
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    • 2010
  • The thermal influential factor of energy pile system is investigated by considering the seasonal effect, saturation of ground, and fluid velocity based on the finite volume method. Analysis includes the evaluation of thermal resistance and corresponding heat exchange rate for each case. It is shown that the efficiency of heat exchange rate is more pronounced with higher fluid velocity due to the larger number of circulation for a given period. Through the parametric studies, it is also found that the degrees of saturation a little influenced thermal effect during 8 hours of operational scenario.

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