• Journal of the Korean Geosynthetics Society
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• v.9 no.4
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• pp.67-73
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• 2010

The most important thing in the design of the reinforced earth retaining wall is to obtain the good backfill materials. However there was a special case using soils mixed with the crushed stone, because the field ran short of good backfill soils. Accordingly in this study various kind of tests were performed according to the mixing content of a crushed stone, which are the gradation curve, the direct shear test and the pullout test. From the test results at first the gradation of soils mixed with crushed stone has been compared with the selecting standard as backfill of reinforced earth wall. And the gradation standard has been satisfied in case of mixing ratio 20% of a crushed stone under 19mm. Also the direct shear test and the pullout test have been performed and at the test results the shear strength parameter and the pullout strength parameter were increased with the increse of the mixing content of a crushed stone. It has been thought that this study will give important data to a designer in designing the reinforced earth wall with soils mixed with crush stones.

• Journal of the Korean Society of Food Science and Nutrition
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• v.39 no.6
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• pp.837-842
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• 2010

The physicochemical properties of coarse semolina (CS), medium semolina (MS) and fine semolina (FS) were investigated to research method applied in noodles processing of Korean wheat semolina. Large particle (>250 ${\mu}m$) was over 75% in all semolinas, except for FS, and the particle distribution of MS and durum semolina (DS) was similar. Crude protein and crude ash were the highest in DS followed by CS>MS>FS. Crude lipid of DS was the lowest among samples and CS, MS and FS were not significantly different. L value was high in semolina with small particle distribution and starch damage was the lowest in DS followed by FS>MS. Amylose content was high in DS (29.80%) and FS (29.08%) with small particle distribution. Water binding capacity was the highest in DS, and FS showed the highest water binding capacity among Korean wheat samples. Solubility and swelling power were noticeably high in FS with low starch damage and small particle distribution. In scanning electron microscope (SEM), FS and MS showed distribution of separated fine particles of flours. From these results, the physicochemical properties of semolina showed many differences by grinding methods. FS should be applied in noodles processing through additional examination about characteristic of noodle making.

• Korean Journal of Remote Sensing
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• v.34 no.6_1
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• pp.1119-1130
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• 2018

Soyang Lake has been contributing to economic growth by preventing flood damage in the metropolitan area, the water level in the middle to upper flow of lake has been greatly decreased due to the drought in 2015. In order to restore the existing flow rate, Bupyungbo has been built in Bupyeong-ri, Shin Nam-myeon, Inje-gun to cause artificial changes on the sedimentary environment of Bupyeong freshwater region. Therefore, this study intends to confirm the changes of sedimentary environment since Bupyeongbo has been utilized. For this study, we used the Sentinel-2 satellite image data periodically to measure the dimension of water according to the volume of water kept near Bupyung district and analyzed the particle size and the percentage of water content of the sediments through field study. The Sentnel-2 satellite images showed us how the water surface has been changed and that during the period from September 2017 to October 2018, the minimum and maximum area of water surface was observed in June 2018 and in January 2018, respectively. In addition, we find that the smaller being the particle size, the higher having the water content and that there is higher the correlation between the water content and the grain size of the sediment layer. Hereafter, if we will acquire the drone images at Bupyung district, we expect that we will be able to measure the distribution of sediments in the same area according to different time periods and observe various kinds of sediment through field work.

• International Journal of Highway Engineering
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• v.6 no.4 s.22
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• pp.25-33
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• 2004

The waste concrete produced by the process of the highway construction and management, has been crushed in-situ, and the waste aggregate has been experimentally used for anti-freezing layer and lean concrete. After testing the bearing capacity on anti-freezing layer, it was found that when the waste aggregates mixed with natural sand would be within the required gradations, the layer meets the requirements of limitation and the percentage to passing 2$\sim$20mm sieve increased by 5$\sim$13% because the flimsy mortars on aggregate were re-crushed by vibrated-roller compactor. The compressive strength of lean concrete using recycled aggregate was 71$\sim$85% of the natural coarce aggregate made, but nevertheless the recycled aggregates are applicable to the lean concrete because they largely exceeded the required strength, $57.5kgf/cm^2$.

• International Journal of Highway Engineering
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• v.7 no.4 s.26
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• pp.103-112
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• 2005

Water content of sub-layer in pavement systems has a large effect on pavement performance. Many researchers lately make use of time-domain reflectometry(TDR) probes to measure the soil water content of sub-layer from field monitoring. The laboratory calibration test of TDR probe should be performed with soil field, because TDR probe can cause an error by type, gradation, density, and temperature of soil. This study performed the laboratory calibration test of TDR probe(CS616) with subgrade and subbase material in long term pavement performance(LTPP) sections. And the calibration equations of TDR probe(CS616) were then proposed. It was confirmed from the study that the data of TDR probe monitored in field could be used to estimate the freezing, unfrozen water content, and matric suction of soil.

• Journal of the Korean GEO-environmental Society
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• v.15 no.3
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• pp.49-55
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• 2014

Characteristics of sedimentation of dredged soil is depended on the field condition and characteristics of dredged soil because dredged fill ground was formed by various field condition, sedimentation and self-weight consolidation process of dredged soil. Dredged fill ground is formed as separated sedimentary layer by characteristics of dredged soil. Therefore, it requires some special test method to consider a various field condition, characteristics of sedimentation and self-weight consolidation of dredged soil. In this study, in order to identify the characteristics of sedimentation of dredged soil with disposing velocity geo-centrifuge test and laser particle size analyzer were performed. As a results, river and mixed dredged soil show the separation sedimentation by soil particle size. And sedimentation of clayey dredged soil is parallel to the bottom surface of dredged fill space.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2006.04a
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• pp.45-48
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• 2006

혼합유류(등,경유)로 오염된 대상부지의 토양특성을 파악하여 세척공법의 적용성을 판단하고, 적용성시험을 통하여 장치별 설계인자를 도출하였다. 시험결과 본 세척대상토양의 경우 계면활성제와 같은 첨가제를 주입하지 않고 물리적인 탈착공정만을 거쳐도 90%이상의 오염물질이 토양입자표면으로부터 탈착됨을 알 수 있었으며, 이를 반영하여 장치를 제작, 설치하였다. 세척대상 오염토량은 총 $12,225m^3$, 사업수행기간은 약 6개월, 세척장치에 주입된 세척토양의 평균오염농도는 약 3,152ppm 이었으며 세척 완료된 토양의 평균농도는 약 150ppm으로 약 97%의 제거효율을 보여 복원목표인 800ppm을 만족시킬 수 있었다. 그리고, 세척토양의 입도분포를 정확히 파악하고 분리시킬 토양입자 크기를 결정하여 현장 적용한 결과 세척공법으로부터 배출되는 응집슬러지를 최소화할 수 있었으며, 발생되는 세척폐수 또한 세척수 처리시스템을 거쳐 재활용 할 수 있도록 하였다. 이런 결과를 통하여 세척공법이 다른 Ex-situ 공법과 비교하였을 경우 현장의 적용성, 경제성, 복원기간 등을 감안하였을 경우 성공적인 세척공법의 적용사례라 할 수 있다.

• Tunnel and Underground Space
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• v.21 no.1
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• pp.82-92
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• 2011

Stereophotogrammetry is used to extract spatial information of an object by constructing a stereo-image from two or more photos. In this study, stereophotogrammetry was adopted for analyzing blast fragmentation of rock blocks in a quarry site. 2D image processing and stereophotogrammetry were applied to the fragmentation analysis of rock blocks horizontally scattered in a laboratory, and their results were compared with physical measurements using a water tank. Fragmentation of rock muckpiles was estimated in laboratory and field tests by using the stereophotogrammetry and statistical analysis.

• Explosives and Blasting
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• v.23 no.3
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• pp.19-25
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• 2005

Ground vibration, sound pressure and fragmentation size were measured at the construction site using the spall blasting method(SBM). nev were analyzed and compared to those or suggested method by the minister of construction and transportation(MOST). Vibration and sound pressure by SBM were slightly smaller than MOST method but fragmentation size were larger.

• Explosives and Blasting
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• v.23 no.2
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• pp.37-44
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• 2005

Recent studies reported that natural block size of rock and joint orientation highly affect on rock fragmentation. In this study, blasting test using high strength cement mortar was carried out to verify this fact. The result of this test indicated that fragmentation is influenced by the joint interval, and at same joint interval condition, fragmentation depends on joint orientation. These results are significantly coincident with field investigations.