• The Journal of Korean Philosophical History
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• no.36
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• pp.101-133
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• 2013

In this paper, the writer investigated the thoughts on military art and science with a focus on the typical books on military art and science, which was published in the latter period of Joseon, and the discussion of literati in that time. Joseon had been happy to enjoy the piping times of peace for about 200 years ever since the establishment of the dynasty. However, having had to gone through two major wars, the Joseon Dynasty, revolving around scholarly people, had awakened the limits of military art and science of Joseon. It can be said that the countermeasure against Japanese pirates, which were reflected in the "Jingbirok" (懲毖錄 - Records of the 1592 Japanese Invasion) written by Yu Seong-ryong, and the experiences of war had formed the basis of the thoughts on military art and science in the latter period. Regrettably, there were no suggestions or proposals of preparing countermeasure against Japanese raiders in the books of military art and science in the early period of the Joseon Dynasty. Meanwhile, as the argument about the battle formation in the early period of Joseon, the process of establishing the military science had not gone smoothly in the latter period of Joseon. Right after the Japanese invasion of 1592, "Gihyo-Sinseo" (紀效新書 - New Text of Practical Tactics written by Cheok Gye-gwang) was brought into the country by the army of Ming (明) Dynasty. At first, this was used in the form of its original edition, or of abstract version in the military drill. But, later, it was published under the title of "Byeonghak-jinam" (兵學指南 - Military Training Manual about Action Rules by combat situation). This book, same as in Zhejian (浙江) province in China, had achieved a positive effect on counteracting the Japanese raiders in our country. However, these military tactics were conflicted with "Owi Jinbeop" - Rules of Deployment of the Five Military Commands, which had been handed down ever since the early period of the Joseon Dynasty, and, at the same time, it was pointed out that those tactics would not be able to apply to the situation uniformly, since Korea and China were geographically different. Furthermore, having gone through Manchu Invasion of 1636 (丙子胡亂, Byeongja horan) Joseon had used "Yeonbyeongsilgi" (練兵實記 - the Actual Records of Training Army), which was compiled in China on the basis of the experiences of wars against the nomad, including Mongolia and so on. And, this had become a typical training manual together with "Byeonghak-jinam". King Yeong Jo and King Jeong Jo of the Joseon Dynasty had tried to establish uniformity in military training by publishing the books of military science representing the latter period of Joseon such as "Sokbyeongjangdoseol" (續兵將圖說- Revision of the Illustrated Manual of Military Training and Tactics,) "Byeonghaktong" (兵學通 Book on Military Art and Science,) "Byeonghakjinamyeonui" (兵學指南演義 - Commentary on 'Byeonghak-jinam') and "Muyedobotongji"(武藝圖譜通志 - Comprehensive Illustrated Manual of Martial Arts,) and so on. King Jeong Jo had actively participated in the arguments in those days. So then the arguments that had been continued for about 200 years, ever since King Seon Jo, put to an end. To sum up the distinctive features of military art and science in both former and latter period of the Joseon Dynasty, in the former period of Joseon, the reasoning military science was proceeded with the initiative of civic official based on "Mugyeongchilseo"(武經七書- the Seven Military Classics). However, in the latter period of Joseon, "Gihyo-Sinseo"(紀效新書 - New Text of Practical Tactics written by Cheok Gye-gwang) had served as a momentum, and also comparatively a large numbers of military official had participated in arguments, so then such an occasion had made the military science turn into the Practical Theory. Meanwhile, King Sejo and King Jeong Jo had played a leading role in the process of establishing the theory of military science of Joseon, however, there are something in common that their succession to the throne was not smooth. This is the part that reminds us "War is an extension of politics," the thesis of Clausewitz

• Proceedings of the KOR-BRONCHOESO Conference
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• 1982.05a
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• pp.17.2-19
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• 1982

The sinus tympani is subject to great variability in the size, shape and posterior extent. A heavy compact bony zone, especially in the posterior portion and the narrow space between the facial nerve and posterior semicircular canal are the limitation of surgical approach. The facial recess should be opened, creating a wide connection between the mesotympanum and mastoid in the Intact canal wall tympanoplasty with mastoidectomy. The surgically created limits of the facial recess are the facial nerve medially, the chorda tympani laterally and the bone adjacent to the incus superiorly. Using adult Korean's thirty-five temporal bones, the authors measured the osteologic reslationship in the posterior tympanum, especially sinus tympani and facial recess. The result was as followed. 1. The average distance from the anterior end of the pyramidal eminence. 1) to the edge of the sinus tympani directly posterior was 2.54(1.05-5.40)mm. 2) to the maximum posterior extent was 3.22(1.25-7.45)mm. 3) to the maximum cephaled extent was 0.67 (0.40-1.75)mm. 2. The boundary of the sinus tympani was 82.9% from the lower margin oval window to the upper margin round window niche. 3. The deepest part of the sinus tympani was 62.9% in the mid portion, between the ponticulus and subiculum. 4. The oblique dimension from the fossa incudis above to the hypotympanum below was 8.13(7.90-9.55)mm. 5. The transverse dimensions midway between the oval window above and round window below was 3.00(2.85-3.45)mm. 6. The transverse dimension at the level of the fossa incudis was 1.81(1.40-2.15)mm. 7. The facial nerve dehiscence was 14.3%. 8. Anterior-posterior diameter of the footplate was 2.98(2.85-3.05) mm. 9. The average distance from the footplate. 1) to the cochleariform process was 1.42(1.35-1.55) mm. 2) to the round window niche was 1.85(1.45-2.10) mm.

• Proceedings of the KSEEG Conference
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• 2001.05b
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• pp.42-63
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• 2001

The detail survey on the Songsanri tomb site including the Muryong royal tomb was carried out during the period from May 1 , 1996 to April 30, 1997. A quantitative analysis was tried to find changes of tomb itself since the excavation. Main subjects of the survey are to find out the cause of infiltration of rain water and groundwater into the tomb and the tomb site, monitoring of the movement of tomb structure and safety, removal method of the algae inside the tomb, and air controlling system to solve high humidity condition and dew inside the tomb. For these purposes, detail survery inside and outside the tombs using a electronic distance meter and small airplane, monitoring of temperature and humidity, geophysical exploration including electrical resistivity, geomagnetic, gravity and georadar methods, drilling, measurement of physical and chemical properties of drill core and measurement of groundwater permeability were conducted. We found that the center of the subsurface tomb and the center of soil mound on ground are different 4.5 meter and 5 meter for the 5th tomb and 7th tomb, respectively. The fact has caused unequal stress on the tomb structure. In the 7th tomb (the Muryong royal tomb), 435 bricks were broken out of 6025 bricks in 1972, but 1072 bricks are broken in 1996. The break rate has been increased about 250% for just 24 years. The break rate increased about 290% in the 6th tomb. The situation in 1996 is the result for just 24 years while the situation in 1972 was the result for about 1450 years. Status of breaking of bircks represents that a severe problem is undergoing. The eastern wall of the Muryong royal tomb is moving toward inside the tomb with the rate of 2.95 mm/myr in rainy season and 1.52 mm/myr in dry season. The frontal wall shows biggest movement in the 7th tomb having a rate of 2.05 mm/myr toward the passage way. The 6th tomb shows biggest movement among the three tombs having the rate of 7.44mm/myr and 3.61mm/myr toward east for the high break rate of bricks in the 6th tomb. Georadar section of the shallow soil layer represents several faults in the top soil layer of the 5th tomb and 7th tomb. Raninwater flew through faults tnto the tomb and nearby ground and high water content in nearby ground resulted in low resistance and high humidity inside tombs. High humidity inside tomb made a good condition for algae living with high temperature and moderate light source. The 6th tomb is most severe situation and the 7th tomb is the second in terms of algae living. Artificial change of the tomb environment since the excavation, infiltration of rain water and groundwater into the tombsite and bad drainage system had resulted in dangerous status for the tomb structure. Main cause for many problems including breaking of bricks, movement of tomb walls and algae living is infiltration of rainwater and groundwater into the tomb site. Therefore, protection of the tomb site from high water content should be carried out at first. Waterproofing method includes a cover system over the tomvsith using geotextile, clay layer and geomembrane and a deep trench which is 2 meter down to the base of the 5th tomb at the north of the tomv site. Decrease and balancing of soil weight above the tomb are also needed for the sfety of tomb structures. For the algae living inside tombs, we recommend to spray K101 which developed in this study on the surface of wall and then, exposure to ultraviolet light sources for 24 hours. Air controlling system should be changed to a constant temperature and humidity system for the 6th tomb and the 7th tomb. It seems to much better to place the system at frontal room and to ciculate cold air inside tombs to solve dew problem. Above mentioned preservation methods are suggested to give least changes to tomb site and to solve the most fundmental problems. Repairing should be planned in order and some special cares are needed for the safety of tombs in reparing work. Finally, a monitoring system measuring tilting of tomb walls, water content, groundwater level, temperature and humidity is required to monitor and to evaluate the repairing work.