• Title/Summary/Keyword: depth effect

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EFFECT OF DFDB AND GTAM BARRIERS ON BONE REGENERATION AROUND IMMEDIATE IMPLANTS PLACED IN SURGICALLY DFFECTIVE SOCKET (골결손부가 있는 발치직후 매식 임플란트에서 탈회동결건조골과 GTAM차단막이 골재생에 미치는 영향)

  • Kim, Hyeong-Soo;Yang, Hong-So
    • The Journal of Korean Academy of Prosthodontics
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    • v.35 no.1
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    • pp.43-66
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    • 1997
  • Dental implant may be immediately placed in postextraction socket which has alveolar bone defect. The purpose of this study was to compare the bone regeneration and bone quality around defects adjacent to implants that were placed into extraction sockets according to EFEB, GTAM barrier and GTAM barrier with DFDB. Mandibular P2, P3 and P4 were extracted bilaterally in dogs, and buccal defects were created about 4mm in depth and 3.3mm in width. Screwed pure titanium implants, 3.8mm in diameter and 10mm in length, were placed into the extraction sockets. The experimental groups were divided into four groups : the G group was covered with a GTAM barrier on the defective area, the D+G group was filled with DFEB and covered with a GTAM barrier, the D group was filled with DFDB only and the control group was sutured without any special treatment on the defective area. The experimental animals were killed after 12 weeks and specimens were prepared for light microscopic evaluation and fluorescent dyes were administered daily for 2 weeks after implantation, and injected on the 4th and 11th week for fluorescent microscopic examination to observe new bone formation and bone remodeling. The new Bone height of the buccal defect was measured and compared with the another for bone gain and the removal torque for the implant was measured for the comparison of bone density and bone-implant osseointegration. Results obtained were as follows : 1. Experimental groups showed bone regeneration in oder from D+G, G, D group and control. D+G and G group was significantly from D group and control(P<0.01). 2. In the defective area of control the regenerated alveolar bone showed poorly developed lamellated structure and fibrous tissue intervention into the bone-implant interface but the others showed well developed lamellated structure and osseointegration. 3. All implant groups showed no significaant difference in the removal torque for implant(P>0.05) These results suggest that immediate implants placed in defective sockets were successfully osseointegrated and utilizing placed in defective sockets were successfully osseointegrated and utilizing not only the combination of GTAM and DFDB but also only the GTAM was favorable for the predictable regeneration of the defective area.

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Effects of Organic Fertilizers on Growth and Yield in Liriope platyphylla WANG et TANG (유기질 비료의 사용에 따른 맥문동 생육 및 수량)

  • Lee, Chung-Yeol;Kim, Yung-Chul;Choi, In-Soo;Min, Kyung-Kap;Seong, Jae-Duk;Kim, Seong-Man
    • Korean Journal of Medicinal Crop Science
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    • v.15 no.3
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    • pp.148-151
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    • 2007
  • This experiment was carried out to investigate the effect of several organic fertilizers on the growth and root yield of Liriope platyphylla was planted 30 cm ${\time}$ 10 cm in field from 1998 to 1999. Six treatments of organic fertilizers applied : N.P.K, NPKC (N,P,K+Compost), NPKCO (N.P.K+Compost+Oilcake),NPKCOF (N.P.K+Compost+Oilcake+Fowldropping), NPKCOFP (N.P.K+Compost+ Oilcake+Fowldropping+plant ash), CO (Compost+Oilcake), COF (Compost+Oilcake+fowldropping). Organic matter, available phosphate, and MgO are NaO of soil increased in all of plots with the addition of organic fertilizers. The leaf length, number of leaves and of tillers were increased by the use of organic fertilizers compared to N.P.K fertilizers compared with N.P.K fertilization. The number of tubers were increased by using the organic fertilization N.P.K fertilization and showed higher in the soil depth of 0${\sim}$20 cm. The dry root yield was showed higher in organic fertilizers than in N.P.K fertilizer and highest dry root yield resulted from NPKOF 39% and NPKCOFP 49%.

Detection of inflow permeable zones using fluid conductivity logging in coastal aquifer (공내수 치환기법을 이용한 연안지역 대수층의 수리특성 평가)

  • Hwang Seho;Park Yunsung;Shim Jehyun;Park Kwon Gp;Choi Sun Young;Lee Sang Kyu
    • 한국지구물리탐사학회:학술대회논문집
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    • 2005.09a
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    • pp.83-92
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    • 2005
  • Fluid conductivity logging has been applied in the boreholes to identify the permeable fi:actures and estimate the origin of saline groundwater in coast area. Fluid replacement technique measures the fluid electrical conductivity with depth at different times in a well after the borehole is first washed out with different water by passing a tube to the borehole bottom. Then formation water flows into the borehole through aquifer such as permeable fractures or porous formation during ambient or pumping condition. Measured conductivity profiles with times therefore indicate the locations of permeable zone or fractures within the open hole or the fully slotted casing hole. As a result of fluid conductivity logging for three boreholes in the study area, it is interpreted that saline groundwater is caused by seawater intrusion through fractured rock, although the effect by land reclamation partially remains. We are planning the quantitative analysis to estimate the hydraulic characteristics using fluid replacement technique, and this approach might be usefully utilized for assessing the characteristics of seawater intrusion, the design of optimal pumping, and estimating the hydraulic properties in coastal aquifer.

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Development and Application of Geological Field Study Sites in the Area of Igneous Rocks (화성암 지역의 야외지질학습장 개발 및 적용)

  • Kim, Hwa Sung;Ham, Ho Shik;Lee, Moon Won
    • Journal of the Korean earth science society
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    • v.34 no.3
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    • pp.274-285
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    • 2013
  • The purpose of this study was to develop geological field study sites for learning topography and geology of the area with igneous rocks, specifically in Duibaejae volcanic edifice and Seonang-bawi that were distributed in Goseong-gun, Gangwon-do area. As a follow up, we conducted a study to examine the effect of the study sites when applied to high school freshmen Earth science course. The study proceeded based on the Orion's model in the order of preparatory unit, field trip, and summary unit. The geological field study sites were developed based on the geological study elements presented in the Korean Earth science curriculum. Before the field trip, students simply memorized factual knowledge on minerals, rocks and etc., and showed very low level of understanding on the formation process of the region that was distributed with granite and basalt. Especially, their understanding showed that granite and basalt were formed from the same magma at the same time. After the field trip, they increased in-depth level of understanding about minerals, rocks, and geological structures, but were not able to explain the topographical characteristics of the two rocks because they did not recognize the times of the creation of granite and basalt. The reason is that they have learned the simple concept of the process of forming granite and basalt in their middle school, but that they have not learned the meaning of the difference between two the geological eras when each of the two rocks, granite and basalt, were formed.

Study on Measuring Mechanical Properties of Sport Shoes Using an Industrial Robot (산업용 로봇을 이용한 스포츠화의 운동역학특성 측정에 관한 연구)

  • Lee, Jong-Nyun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.10 no.12
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    • pp.3833-3838
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    • 2009
  • This paper introduces a measurement system for mechanical properties of sport shoes using an industrial robot. The robot system used in this paper is a commercial Puma type robot system(FARA AT2 made by SAMSUNG Electronics) with 6 joints and the end-effector is modified to produce a human walking motion. After analyzing human walking with a high speed video camera, each joint angle of the robot system is extracted to be used in the robot system. By using this system, ground impact forces were measured during stepping motion with 3 different shoe specimens made of 3 different hardness outsoles, respectively. As other mechanical properties, both bending moments to bend the toe part of the same specimen shoes and pronation quantities during walking motion were measured as well. In the impact test with the same depth of deformation under the ground level, the effect of the outsole hardness was clearly appeared such that the harder outsole produces the higher ground reaction force. The bending test and the pronation test also show proportional increments in the bending stiffness and the moment Mx according to the outsole hardness. Throughout such experiments, the robot system has produced consistent results so that the system could be used in obtaining valuable informations for a shoe designing process.

A Study on Design of Earth-Retaining Structure Constructed by a Row of Bored Piles (주열식(柱列式) 흙막이벽(壁)의 설계(設計)에 관한 연구(研究))

  • Hong, Won Pyo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.5 no.2
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    • pp.11-18
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    • 1985
  • A row of bored piles has been used in several excavation works to retain the earth. This excavation bracing system has much effect on low-vibration and low-noise during construction. The system is also effective to provide protection to the adjacent existing ground and structures. For the purpose of establishment of a logical design method for the bored piles, first, a theoretical equation to estimate the resistance of piles is derived. Because arching action of soils between piles is considered in the equation, the characteristics of soils and the installation condition of piles would be considered logically from the beginning. Then a method is investigated to decide the interval ratio of piles. According to the method, the interval between piles can be decided from the information of the Peck's stability number, the coefficient of lateral earth pressure and the internal friction angle of soil. Finally, a design method is presented for the bored piles used for excavation work. In the presented design method, such factors as depth of excavation, pile diameter, interval between piles, pile length below bottom of excavation and pile stiffness, can be selected systematically.

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Microstructural Realization of SD400 Rebar by Developing Tempcore Simulation Apparatus (템프코어 냉각모사 장치 개발을 통한 SD400 철근 미세조직 구현)

  • Park, Chun Su;Yi, Hyang Jun;Bae, Seh Wook;Kim, Gil-Su
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.39 no.5
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    • pp.543-547
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    • 2015
  • The cooling process referred to as Tempcore has been applied to produce a high-strength rebar. Excellent rebar with strength and weldability can be manufactured from mild steel without the addition of alloying elements by using the Tempcore process. However, there are limitations to evaluating the effect of various chemical compositions and cooling conditions within a site facility. In this study, we developed an apparatus to simulate the Tempcore process and obtained microstructures with a hardened surface layer, an intermediate region and a soft inner core. The experimental apparatus has been equipped with a cooler set that is the same as the site facility and consists of a pump line that supplies pressure of 12-13 bar and flow rate of up to $50m^3/h$. In accordance with the simulation result of steel grade SD400 that requires more than 400 MPa of yield strength, both the hardened area ratio and the hardness with respect to each cooling depth were found to agree well with the product.

Characteristics of the bottom sediments from the continental shelf of the Korea Strait and some geochemical aspects of the shelf fine-grained sediments (한국 대한해협 대륙붕 표층 퇴적물의 특성과 세립퇴적물의 지구화학적 특성)

  • 박용안;김경렬
    • 한국해양학회지
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    • v.22 no.1
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    • pp.43-56
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    • 1987
  • A study on sedimentation, geochemical behavior and seismic stratigrapht of the continental shelf sediments along the Korea Strait and a part of south and southeast offshore area of the Korea Peninsula was carried out. In the inner shelf floor with depth ranging up to 80m zonal distribution patterns of mud, sandy silt, and silty sand were observed. In the outer shelf, however, coarse sandy sediments are dominant, and shills and gravels were frequently observed. These observations seem to confirm the Holocene sedimentary processes on the continental shelves off the south, south to east coasts of Korea discussed by Park (1985 and 1986) and Park and Choi (1986). The suface sediments (upper most 5cm thick)from selected 9 stations were analyzed for Al,Mn, Fe,Cr,Ni,Cu,Zn and Pb in order to study geochemical behavior of the sediments in the study area. All data were normalized to Al to com,pensate the size effect of the sediments.In general,inner shelf sediments show slight enrichment compared to the outer shelf sediments.In particular,Pb and Zn show heavy enrichment in most of the sediments.to degrees comparable to those observed at the polluted Kwangyang and Masan Bay sediments.Thus,it is considered that rapid migration or movement of fine-grained sediments in the study area does exist. Three seismic stratigraphic units were analyzed based on the seismic records.The acoustic basement the lower sedimentary deposit(B)and the upper deposit(A)were observed.The strong reflectivity R,in particular, between unit A and B is considered to be an erosinal unconformity during the last Glacial time.

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A Dinamic Consideration on the Temperature Distribution in the East Coast of Korea in August (8월의 한국동안에서의 수온분포에 관한 역학적 고찰)

  • Seung, Young Ho
    • 한국해양학회지
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    • v.9 no.2
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    • pp.52-58
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    • 1974
  • The water temperature distribution and the water movement closely related with it, in the east side of Korea, was condidered. Special emphasis was paid on the low temperature phenomenon near Ulgi. It was known from the temperature distribution in the east side of Korea that the Tsushima current continues to flow northward at the surface near Sokcho. Also the influence of the cold water extends from the North to the South with increasing depth. The formation of the cold core near Ulgi was explained as due mainly to the existence of the boundary layer near the surface, and partly to the effect of the wind. This inclination of the boundary layer has the value of about 3.0m/Km, and the lower cold current velocity computed using this value lies in the range of those observed by Nishida(1926, 1927). The upwelling velocity was computed approximately as 1.4 10$\^$-3/ cm/sec, and the maximum distance to which the boundarylayer can rise or fall from it's equilibrium position was considered as below 10m.

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Soil Management Measures for Continuous Melon Cultivation in Plastic Film House (참외 연작장해(連作障害) 대책(對策)을 위(爲)한 효과적(效果的)인 토양관리(土壤管理))

  • Chun, Han-Sik;Kang, Sang Jae;Park, Woo Churl
    • Korean Journal of Soil Science and Fertilizer
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    • v.30 no.4
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    • pp.351-356
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    • 1997
  • This experiment was aimed to find out the measures or soil managements in continuous melon cultivation and to produce the high quality of yellow melon in plastic film house culture. The experiment was designed with surveying of farmer's field and conducted for 4 years. The most effective measure of soil managements was to cultivate paddy rice in June after harvesting the melon and next ways were treated with submergence or the plastic film for 40days during the period of high temperature of summer and plowed over 50cm depth with plough machine. To decrease the soil problems in continous cultivation, the addition of red earth soil of 500M/T per 10a with increasing the application rates of rice straw and fertilizer (N, P, K) in 30% and 10% respectively was effective in plastic film house culture. The effect of soil amendment application was continued for two years at least and it increased the commercial quality and sugar content in brix of yellow melon in 10% and 2.6 degree respectively.

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