• Journal of architectural history
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• v.18 no.1
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• pp.91-111
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• 2009

The purpose of this study is to analyze paejang system of the castle constructions In the late period of Chosun dynasty. Moreover, this study aimed to examine effects and influences of its constructional productivity. The results are as follow; 1. Paejang was originally a sort of military positions. Thereafter it had been adopted to the various fields like soonrapaes. Pae, which was a regular working unit organized with $30{\sim}50$ laborers, took charge of the works allocated with its own chargeable section. 2. The first adoption of paejang system was found at the construction of Ganghwa-oyseong in 1690. Since the period of King Yeongjo and Jeongjo, it was generally used as a working system. 3. Yoo Hyeongwon had early suggested that this system should be adopted as a reformative system because it had a perfect command system like Soko-je, the provincial military system. 4. At the constructions of Dongnae-upseong, Jeonjoo-upseong and Daegoo-upseong in the period of King Yeongjo, paes were organized to $40{\sim}60$units, and worked in the fields of masonry, carnage and picking of stones. 5. At the construction of Soowon-seong in the period of King Jeongjo, a large number of various paejangs participated in all of working fields. Especially masonry-paes were usually organized with over 100 units. 6. It was estimated that paejang system surely could guarantee saving labors and term of works. Moreover, it was a basis for the further development form of dogup-je, a contracted work system. 7. Paejang system was applied in the constructions of Buddhist temples since the middle period of 1700s and later, it was widely used in the constructions of palaces.

• Korean Journal of Heritage: History & Science
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• v.39
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• pp.165-189
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• 2006

The purpose of this study is to examine process and organization of local government-managed construction by reviewing official documents and materials in regard to the official residences and castles officially constructed in Dongnae in the 19c Chosun Dynasty. Results of this study can be described as follows. 1) The construction of official residences requires exchanges of official documents among upper and lower governmental agencies concerned. Previously prepared for some 1 or 2 months, the construction was proceeded through proceeded from Paok to Gaegi, Ipju, Sangryang, Gaeok and to Iptaek. Such construction was carried out independently and concurrently Gijang and Yangsan neighboring Dongnae provided cooperation by way of supplying labor and timbers. 2) Dongnaebu castle was constructed under local autonomy system, like other government-oriented works, as governor of Dongnae became responsible for defending such establishment in 1739. The castle was built up in 1731 as an establishment with 6 gated and 15 forts. Directly controlled by governor of Dongnae, the castle continued to be partially repaired until the 19th century. Under the regime of Daewongun, the castle was enlarged and extended for military strengthening. Besides the gate having double-gated structure for the outside wall, the other five gates came to have bastions and 30 forts were additionally established, dramatically changing the structure of the castle as whole. 3) Government-managed construction was often implemented by an organization whose members included local government officials, lower administrative agencies and local influential persons. The construction of official residences was implemented by Gamyeokdogam which was headed by Jwasu of Hyangcheong. In the construction, chief of military officials became supervisor, who was responsibly supported by Saekri. The construction of castled were divided into several works, for example, establishments of fortress, tower gate and quarrying stone were implemented by the organization of Paejang, Gamkwan and Saekri. As a military official, Gamkwan supervised the construction. Saekri was in charge of related internal affairs. Paejang was an technical expert leading several workers. The construction of castles in 1870 were organized as a general rule having particularity of social conditions on Dongnae.

• Journal of the Mineralogical Society of Korea
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• v.3 no.1
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• pp.18-33
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• 1990

각종 콘크리트 구조물의 기초공사에서 생기는 문제점 외에 시멘트와 골재자체의 반응, 즉 알카리-골재반응에 의한 물리, 화학적인 변화가 구조물에 피해를 주는 일차적인 요인으로 작용된 사례가 최근 10년간 외국에서는 잇달아 보고 되고 있다. 국내산 콘크리트 구조물에 대한 본 연구에 의하면 변성작용을 받은 이축성 석영, 자아석류가 시멘트로부터 공급된 알카리용매에 쉽게 반응, 붕괴되며 조립질보다 세립질 골재에 더 큰 영향이 나타난다. 골재와 시멘트 사이의 반응에 의하여 K, Na, Ca 및 Si 성분이 함량이 높은 부분으로부터 낮은 곳으로 상호 치환 이동되는데 그 과정에서 smectite와 illite같은 점토광물이 반응생성물로 정출된다. 이러한 광물은 구조물 내에서 수분의 흡수와 방출에 의하여 부피의 팽축이 거듭됨으로써 콘크리트 구조물에 심각한 손상을 야기시킨다.

• Journal of the Korean Geotechnical Society
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• v.27 no.5
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• pp.5-15
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• 2011

Recent increase of large scale construction near costal area has also increased the application of soft ground treatment. As a result, solidification with cement and lime which increases stability and durability of soils, is frequently used for surface layer stabilization in soft ground site. While stabilization of very soft clay with high plasticity and compressibility has widely been studied, studies on silty clay with low plasticity and compressibility are relatively rare. In this study, after stabilizing low plasticity silty clay of Songdo area with cement and lime under various water contents, mixing ratio, and curing time, uniaxial compression test and plate load test were performed. Strength properties from both tests were considerably consistent. And trackability of construction equipment on the treated surface layer of dredged land was estimated. Finally, optimum mixing condition for Songdo silty clay was proposed.

• Journal of the Korean GEO-environmental Society
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• v.8 no.6
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• pp.53-60
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• 2007

L/EPS, manufactured in the shape of block and used for civil engineering, is a lightweight material with an excellent resistance to compression, and provides a superb self-sufficient stability. EPS is a suitable material capable of resolving the problem of settlement and lateral flow if it is applied as the soil on soft ground. The Korean Standards (KS) has not yet proposed any testing method for use of EPS as an engineering banking material. Only its testing and quality ordinance as a heat insulation material has been standardized. The design criteria for EPS has been established and applied through the trial construction of KHC (Korea Highway Corporation) and quality test of manufacturer, but most studies on them have been confined to factory products. This study is focused on comparing and analyzing long-term durability by conducting cyclic load test, freezing and thawing test, absorption rate test and others. EPS used in the test was chosen from construction sites and factory products, focusing on the long-term durability of EPS depending on the passage of time. Unconfined compression test results indicated that the strength of collected samples was lower than factory products. While the triaxial compression test results indicated that the shear strength increased in proportion to the increase of confining pressure, and factory products had declining shear strength as the confining pressure rose.