• Earthquakes and Structures
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• 제21권6호
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• pp.641-652
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• 2021

Digging well foundation has been widely used in railway bridges due to its good economy and reliability. In other instances, bridges with digging well foundation still have damage risks during earthquakes. In this study, a new type of digging well foundation with prefabricated roots was proposed to reduce earthquake damage of these bridges. Quasi-static tests were conducted to investigate the failure mechanism of the root digging well foundation, and then to analyze seismic behaviors of the new type well foundation. The testing results indicated that these prefabricated roots could effectively limit the rotation and uplift of the digging well foundation and increase the lateral bearing capacity of the digging well foundation. The elastic critical load and ultimate load can be increased by 69% and 36% if prefabricated roots were added in the digging well foundation. The prefabricated roots drived more soil around the foundation to participate in working, the stiffness of the bridge pier with root digging well foundation was improved. Moreover, the root participation could improve the energy dissipation capacity of soil-foundation-pier interaction system. The conclusions obtained in this paper had important guiding significance for the popularization and application of the digging well foundation with prefabricated roots in earthquake-prone zones.

• Geomechanics and Engineering
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• 제24권1호
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• pp.15-28
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• 2021

Digging well foundation has been widely used in railway bridges due to its good economy and reliability. In other instances, bridges with digging well foundation still have damage risks during earthquakes. However, there is still a lack of knowledge of lateral behavior of digging well foundation considering the soil-foundation interaction. In this study, scaled models of bridge pier-digging well foundation system are constructed for quasi-static test to investigate their lateral behaviors. The failure mechanism and responses of the soil-foundation-pier interaction system are analyzed. The testing results indicate that the digging foundations tend to rotate as a rigid body under cyclic lateral load. Moreover, the depth-width ratio of digging well foundation has a significant influence on the failure mode of the interaction system, especially on the distribution of foundation displacement and the failure of pier. The energy dissipation capacity of the interaction system is discussed by using index of the equivalent viscous damping ratio. The damping varies with the depth-width ratio changing. The equivalent stiffness of soil-digging well foundation-pier interaction system decreases with the increase of loading displacement in a nonlinear manner. The absolute values of the interaction system stiffness are significantly influenced by the depth-width ratio of the foundation.

• 건축역사연구
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• 제19권3호
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• pp.7-29
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• 2010

The form of the Wangheungsa Temple's wooden pagoda site is that of the traditional form of the wooden pagodas constructed during the Baekjae Period. Likewise, it is an important ruin for conducting research on the form and type of the wooden pagodas constructed during the Baekjae Period. In particular, the method used for the installation of the central pillar's cornerstone is a new technique. The purpose of this research is to restore the ruin of the Wangheungsa Temple's wooden pagoda of the Baekjae Period that remains at the Wangheungsa Temple's wooden pagoda site. Until now, research conducted on the wooden pagoda took place mostly centered on the Hwangryongsa Temple's wooden pagoda. Meanwhile, the reality concerning Baekjae's wooden pagoda is one in which there were not many parallel cases pertain to the design for restoration. This research paper wants to conduct academic examination of the Wangheungsa Temple's wooden pagoda to organize the intention of design and design process in a simple manner. This research included review of the Baekjae Period's wooden pagoda related ruins and the review of the existing wooden pagoda ruin to analyze the wooden pagoda construction technique of the era. Then, current status of the Wangheungsa Temple's wooden pagoda site is identified to define the characteristics of the wooden pagoda, and to set up the layout format and the measure to estimate the size of the wooden pagoda in order to design each part. Ultimately, techniques and formats used for the restoration of the wooden pagoda were aligned with the wooden pagoda of the Baekjae Period. Basically, conditions that can be traced from the current status of the Wangheungsa Temple site excavation using the primary standards as the standard. Wangheungsa Temple's wooden pagoda was designed into the wooden pagoda of the Baekjae's prosperity phase. The plane was formed into $3{\times}3$ compartments to design into three tier pagoda. The height was decided by factoring in the distance between the East-West corridors, size of the compartment in the middle, and the view that is visible from above the terrace when entering into the waterway. Basically, the origin of the wooden structure format is based on the Goguryeo style, but also the linkage with China's southern regional styles and Japan's ancient wooden pagoda methods was factored in. As for the format of the central pillar, it looks as if the column that was erected after digging the ground was used when setting up the columns in the beginning. During the actual construction work of the wooden pagoda, central pillar looks as if it was erected by setting up the cornerstone on the ground. The reason that the reclaimed part of pillar that use the underground central cornerstone as the support was not utilized, was because the Eccentric Load of the central pillar's cornerstone was factored in the state of the layers of soil piled up one layer at a time that is repeated with the yellow clay and sandy clay and the yellow clay that were formed separately with the $80cm{\times}80cm$ angle at the upper part of the central pillar's cornerstone was factored in as well. Thus, it was presumed that the central pillar was erected in the actual design using the ground style format. It is possible to presume the cases in which the reclaimed part of pillar were used when constructed for the first time, but in which central pillar was installed later on, after the supplementary materials of the underground column is corroded. In this case, however, technique in which soil is piled up one layer at a time to lay down the foundation of a building structure cannot be the method used in that period, and the reclamation cannot fill up using the $80cm{\times}80cm$ angle. Thus, it was presumed that the layers of soil for building structure's foundation was solidified properly on top of the central pillar's cornerstone when the first wooden pagoda construction work was taking place, and that the ground style central pillar was erected on its upper part by placing the cornerstone once again. Wangheungsa Temple's wooden pagoda is significant from the structure development aspect of the Korean wooden pagodas along with the Hwangryongsa Temple's wooden pagoda. Wangheungsa Temple's wooden pagoda construction technique which was developed during the prosperity phase of the Baekjae Period is presumed to have served as a role model for the construction of the Iksan Mireuksa Temple's wooden pagoda and Hwangryongsa Temple's wooden pagoda. With the plan to complement the work further by excavating more, the basic wooden pagoda model was set up for this research. Wangheungsa Temple's wooden pagoda was constructed as at the Baekjae Kingdom wide initiative, and it was the starting point for the construction of superb pagoda using state of the art construction techniques of the era during the Baekjae's prosperous years, amidst the utmost interest of all the Baekjae populace. Starting out from its inherent nature of enshrining Sakyamuni's ashes, it served as the model that represented the unity of all the Baekjae populace and the spirit of the Baekjae people. It interpreted these in the most mature manner on the Korean peninsula at the time.

• 헤리티지:역사와 과학
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• 제43권3호
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• pp.144-179
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• 2010

본고는 1970년대 이래 제철유적에 대한 조사가 꾸준히 증가되었음에도 불구하고 그 조사방법에 대한 연구는 이에 미치지 못하는 상황을 인식하는 데서 비롯되었다. 제철유적은 1990년대에 들어오면서 전국적으로 조사가 급증하였으며, 특히 최근에는 생산유적의 중요성이 부각되면서 더욱 주목받고 있는 유적의 하나이다. 하지만 분묘유적이나 취락, 성곽유적 등에 비해 제철유적의 조사방법에 대한 소개와 연구는 크게 부족하다고 할 수 있다. 그 이유는 제철조업의 프로세스는 매우 복잡하고 다양할 뿐 아니라, 공정의 이해를 위해서는 금속공학적인 기초지식까지 학습해야 하는 어려움이 있기 때문이다. 즉 고고학 조사와 연구에 있어 제철과 관련된 유구 유물의 성격이 이러한 프로세스와 어떠한 상관관계를 가지는지 밝히기가 몹시 어렵다는 이유 때문이다. 이러한 문제를 해결하기 위해 철생산 및 철기제작의 공정과 철재, 철괴 등 관련유물의 금속학적 특징에 대한 이해를 바탕으로, 제철유적 발굴조사의 순서와 방법, 유물의 분류 및 정리방법에 대한 시론을 제시함으로써 정밀한 조사와 심도 있는 분석이 이루어질 수 있도록 하는 것이 본 연구의 목적이다. 본고에서는 제철유적을 조업공정에 따라 채광, 제련, 정련, 단야, 용해, 제강유적의 6가지 유형으로 분류한 후, 사전조사와 지표${\rightarrow}$시굴${\rightarrow}$발굴조사로 이어지는 각 단계별 조사방법에 대해 정리하였다. 또한 가장 대표적인 제철관련유물인 철재의 분류 및 정리에 있어 새로운 방법을 모색해 보았다. 더불어 유적의 성격파악에 필요한 자연과학분석 및 제철로 복원실험의 필요성에 대해서도 언급하였으며, 내용의 구성에서는 사례 제시와 도면 사진자료를 최대한 활용하였다. 본고에서는 다양한 조사연구방법의 응용과 개발에 대해 심도 있게 논의하지는 못하였지만, 유구 유물의 세밀한 관찰을 통해 공정에 따른 다양한 제철유적의 조사연구 방법론 개발이 매우 시급한 과제임을 알 수 있었다. 그리고 유적의 종합적인 성격규명을 위해서는 고고학적 지식뿐만 아니라 자연과학 분야가 다양하게 응용되어야 하며, 더불어 실험고고학의 측면에서도 지속적인 제철로의 복원실험이 필요함을 알 수 있었다.