• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 기초기술위원회 워크샵
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• pp.102-117
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• 2002

The general design practice for piled footings is based on the assumption that the piles are free-standing, and that all the external loads are carried by the piles, with any contribution of the footing being ignored. This approach is not reasonable, because the footing itself is actually in direct contact with the soil, and thus carries a significant fraction of the loads. In the case of not considering the bearing capacity of footing, the bearing capacity of group piles can be evaluated conservatively in the designing the group piles. There are a number of reasons why the idea of piled raft design with considering the capacity of footing has not become widely used. One of the reasons is the lack of reliable calculation methods for estimating the behavior of piled raft. In this study the bearing capacity, settlement, load distribution, etc. of piled raft footing are studied.

• Structural Engineering and Mechanics
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• 제50권6호
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• pp.741-754
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• 2014

The conventional PHC pile-footing connection is the weak part because the surface area and stiffness are sharply changed. The Composite PHC pile reinforced with the transverse shear reinforcing bars and infilled-concrete, hereafter ICP pile, has been developed for improving the flexural and shear performance. This paper investigates the cyclic behavior and performance of the ICP pile-footing connection. To investigate the behavior of the connection, one PHC and two ICP specimens were manufactured and then a series of cyclic loading tests were performed. From the test results, it was found that the ICP pile-footing connection exhibited higher cyclic behavior and connection performance compared to the conventional PHC pile-footing connection in terms of ductility ratio, stiffness degradation and energy dissipation capacity.

• 한국전기전자재료학회논문지
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• 제23권1호
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• pp.61-64
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• 2010

Footing Resistance of a 154 kV transmission towers in korea is commonly required to be less than 15 ohm to avoid lightning back-flashover accident. The periodic measurement of Footing Resistance is important to verify that the grounding performance of the towers has been maintained good. Towers are electrically connected in parallel with overhead grounding wire, therefore footing resistance of each tower will be measured after disconnecting the overhead ground wires from the towers. however, In this paper, three direct measurement methods of footing resistance are presented. There are very useful methods without disconnecting overhead ground wires from the tower under measurement. They are compared in KEPCO 154 kV transmission towers. The experimental results describe performances of them.

• 한국안전학회지
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• 제15권2호
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• pp.111-117
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• 2000

In this study, the bearing capacity behavior of strip footing located above a continuous cavity in sand was investigated experimentally. The model footing test was performed in a model box made by using raining method in sand. The model footing test results were compared with those obtained from theoretically proposed equations. The results of the analysis indicate that there is a critical region under the footing. For strip footing, there exists a critical depth below which the presence of the cavity has negligible influence on the footing performance. Only when the cavity is located within this region will the footing performance be significantly affected by the presence of the cavity. The size of the critical region depends on several factors such as footing shape, soil property, cavity size and cavity shape. When the cavity is located within the critical region, the bearing capacity of the footing varies with various factors, such as the size and location of the cavity and the depth of foundation. Based on the experimental study, the following conclusions were induced. 1. The ultimate bearing capacity due to the eccentricity of a underground cavity increases at the rate of the small rather than that due to the depth of a underground cavity. This indicates that the bearing capacity of a strip footing is influenced on the depth rather than the eccentricity of a underground cavity. 2. The critical $depth(D/B)_{cr}$, by underground cavity in sand soil ground that is made by the relative density($D_r$)=55%, 65%, 75%, approaches a range of about 8~10 in case of W/B=1, and about 11~13 in case of W/B=2. 3. In case of the relative density($D_r$) 75%, the most outstanding differential settlement trend is shown in the depth of 4~8cm regardless of the size of cavity, namely, when the value of D/B is 1~2. Therefore, a underground cavity influences on not only the decrease of the bearing capacity but also the differential settlement of a strip footing.

• 대한음성학회지:말소리
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• 제33_34호
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• pp.137-148
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• 1997

이 논문의 목적은 표준한국어의 강세유형을 Hayes(1995)의 Metrical Stress Theory의 틀내에서 형식화하는 것이다. 표준한국어의 강세 유형에 대해서는 여러 가지 설이 있으나 이 논문에서는 이 현복(1989)의 기술을 분석대상으로 삼았다. 이 현복(1989)에 따르면 한국어의 강세는 단어의 첫 두 음절 중 하나에 온다. 첫 음절이 중음절이면 그 음절에 강세가 오며 그 외의 경우에는 두번째 음절에 강세가 온다. 이와 같은 강세 규칙을 footing의 존재 여부, footing의 반복성, 그리고 footing의 방향을 고려하여 살펴보면 표준한국어의 강세 유형은 "왼쪽 끝에서 시작되는 비반복 footing을 보이는 iamb"이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.111-112
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• 2009

두꺼운 기초는 응력교란 구역으로 보 이론에 근거한 설계가 적용될 수 없다. 실제 힘의 흐름을 분산 절점영역과 팬을 이용한 스트럿-타이 이론으로 모델링하였으며, 부재 높이와 철근량 그리고 정착설계 방법을 제안하였다.

• 대한전기학회논문지
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• 제33권3호
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• pp.118-124
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• 1984

This paper investigated the characteristics of transient overvoltages on the tower caused by time varying tower footing resistance in the path of lightning stroke current entering earth on transmission lines. The tower with time varying tower footing resistance was simulated and the transient overvoltageson the tower due to lightning stroke current were computer by Nodal Solution Method. From the results, it was found that the determination of the steady state values as a limit of inductive tower footing resistance causes higher transient overvoltages than CFO voltages of insulator strings and V-T characteristics of the insulator strings should be considered for computation of backflashover rate.

• 한국산학기술학회논문지
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• 제16권1호
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• pp.778-784
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• 2015

얕은기초의 지지력과 침하에 미치는 크기효과를 파악하기 위해 평판과 다양한 크기의 기초를 가정하여 유한요소해석을 수행하고 이론식에 의한 결과와 비교해 보았다. 해석에서 고려한 평판에 대하여 유한요소해석결과 얻은 극한지지력은 이론식에 의한 극한지지력에 비해 큰 차이를 보이지 않았다. 수치해석결과에 따르면 모래지반에 놓인 띠기초의 극한지지력은 이론식에 의한 극한지지력보다 크기효과의 영향을 크게 받았으며 점토지반에 놓인 띠기초의 경우 크기효과의 영향은 없었다. 정사각형기초에 대해서는 대체로 기초지반의 종류에 관계없이 크기효과의 영향이 없었다. 수치해석결과에 따르면 기초의 침하량은 기초지반 종류에 관계없이 이론식과는 달리 크기효과의 영향을 받아 대체로 그 크기가 기초폭에 비례하였다.

• Earthquakes and Structures
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• 제16권6호
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• pp.691-704
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• 2019

This study simulates the responses of large-scale bridge piers under pseudo-dynamic tests to investigate the performance of four types of numerical models that consider the nonlinear behavior of the pier and the rocking behavior of the footing. In the models, beam-column elements with plastic hinges are used for the pier, two types of foundation models (rotational spring and distributed spring models) are adopted for the footing behavior, and two types of viscous damping models (Rayleigh and dashpot models) are applied for energy dissipation. Results show that the nonlinear pier model combined with the distributed spring-dashpot foundation model can reasonably capture the behavior of the piers in the tests. Although the commonly used rotational spring foundation model adopts a nonlinear moment-rotation property that reflects the effect of footing uplift, it cannot suitably simulate the hysteretic moment-rotation response of the footing in the dynamic analysis once the footing uplifts. In addition, the piers are susceptible to cracking damage under strong seismic loading and the induced plastic response can provide contribution to earthquake energy dissipation.

• 한국지반공학회지:지반
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• 제13권6호
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• pp.139-146
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• 1997

기초파괴는 일반적으로 변형이 집중되어 하나 또는 그 이상의 파괴면이 발생되어, 기초의 관입과 더불어 파괴면은 점진적으로 형성된다. 본 논문의 목적은 수치적으로 기초의 극한지지력 및 진행성 파괴거동을 파악할 수 있는가 하는 가능성을 검토하는데 있다. 대변형이론과 변형률 연화이론을 사용하여 비배수 상태인 점토지반의 기초에 대한 진행성 파괴거동에 대하여 분석하였다. 본 논문에서는 기초의 진행성 파괴과정과 완전한 하중 변위곡선을 해석하기 위한 수치해석 방법에 대하여 논하였다. 해석결과, 띠기초의 피크 이후의 지반파괴거동 및 진행성 파괴과정에 대한 명확한 수치적 해석가능성을 보여주었다.