• Title/Summary/Keyword: infiltration method

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Mechanical behaviour of biocemented sand under triaxial consolidated undrained or constant shear drained conditions

  • Hang, Lei;Gao, Yufeng;He, Jia;Chu, Jian
    • Geomechanics and Engineering
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    • v.17 no.5
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    • pp.497-505
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    • 2019
  • Biocementation based on the microbially induced calcite precipitation (MICP) process is a novel soil improvement method. Biocement can improve significantly the properties of soils by binding soil particles to increase the shear strength or filling in the pores to reduce the permeability of soil. In this paper, results of triaxial consolidated undrained (CU) tests and constant shear drained (CSD) tests on biocemented Ottawa sand are presented. In the CU tests, the biocemented sand had more dilative behaviour by showing a higher stress-strain curves and faster pore pressure reducing trends as compared with their untreated counterparts. In the CSD tests, the stress ratio q/p' at which biocemented sand became unstable was higher than that for untreated sands, implying that the biocementation will improve the stability of sand to water infiltration or liquefaction.

Development of Waterproofing Method to Improve the Leakage Resistance and Maintenance of Underground Structures (구조물 누수 저항 및 유지관리 향상을 위한 방수공법 개발)

  • Kim, Eun-seok;Park, Hyun-Jung;Lee, Dong-Oun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.50-51
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    • 2020
  • Recently, various maintenance materials and construction methods have been developed to secure the sustainable performance of structures. However, waterproofing of underground structures where groundwater infiltration is present is very difficult. In particular, the location of underground structures such as subways is very deep, and it is difficult to apply waterproof materials and construction methods in the case of structures accompanied by vibration. Therefore, we intend to study materials and methods for waterproofing leakage resistance in special environments such as underground structures.

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Clinical Management of Gastric Neuroendocrine Tumors

  • In Kyung Yoo;Bora Keum
    • Journal of Digestive Cancer Research
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    • v.3 no.1
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    • pp.21-25
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    • 2015
  • Gastric neuroendocrine tumors (GNETs, also known as gastric carcinoids) are rare form of hormone-secreting neoplasms that present with varied clinical syndromes. There are four types of GNETs based on size, proliferation, localization, differentiation, and hormone production. Type I GNET is related to autoimmune atrophic gastritis and hypergastrinemia. Type II GNETs are related to multiple endocrine neoplasia (MEN)-1, Zollinger-Ellison syndrome and hypergastrinemia. Type 3 GNETs are not associated with any background pathology, and type 4 GNETs are poorly differentiated tumors. The most useful diagnostic and prognostic marker for gastrointestinal NETs is plasma chromogranin A (CgA) levels. Endoscopic ultrasound is the method of choice to determine tumor size and depth of infiltration. For optimal management, the type, biology, and stage of the tumor must be considered. Here, we provide a comprehensive and up-to-date review of GNETs.

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Estimation of Groundwater Recharge from Precipitation in a Small Basin (소유역의 강수에 의한 지하수 함양량 산정)

  • Bae, Sang-Keun;Lee, Seung-Hyun
    • Journal of Korea Water Resources Association
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    • v.37 no.5
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    • pp.397-406
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    • 2004
  • It is necessary to estimate the groundwater recharge rate properly to evaluate the reasonable development amount of groundwater in a specific site. A small basin in Wicheon River Basin located in the Province of Kyungsangbuk-Do is selected to calculate the groundwater recharge rate. Average annual groundwater recharge rates are calculated from 1992 to 1997 because wet and draught year are contained during this period. In the calculation, baseflow separation method and SCS-CN method are applied to this area. As a result of estimation by baseflow separation method, the value of groundwater recharge ratio is varied between 11.9% and 18.7%. The average annual recharge rate is 14.5%. The average annual recharge rate calculated by SCS-CN method is varied between 7.9% and 20.9%. The average annual recharge rate in the calculation period is 15.1%. The results show that the average annual recharge amount from infiltration in the study basin is 141.6mm and 147.4mm in each estimation method. It appears that the average annual recharge amount calculated for the long period containing wet and draught year by the two methods is useful for groundwater development.

Evaluation on Field Applicability of Cast-In-Place Pile using Surfactant Grout (계면활성제계 그라우트를 활용한 흙막이 벽체공법(CIP)의 현장 적용성 평가)

  • Do, Jinung;Kim, Hakseung;Park, Bonggeun;Lee, Juhyung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.1
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    • pp.75-83
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    • 2016
  • In case of underground construction affected by groundwater, CIP (Cast-In-Place Pile) method is generally used to resolve the geo-hydraulic problem. However, as this method has poor connectivity between piles, an auxiliary method for cut-off is needed in many cases. In this study, a new concept earth retaining wall method (H-CIP) with no auxiliary method, by using surfactant grout (Hi-FA) which improves antiwashout and infiltration ability, is introduced, and its field applicability is evaluated. CIP and H-CIP piles were installed with same ground conditions, and field and laboratory tests were conducted to verify the performance. As results, newly contrived H-CIP method shows higher field performance for cut-off and strength than conventional CIP method.

Scientific conservation and restoration for metallic relics excavated from the ancient tombs located at Okchun, Hyopchun-Iron Cuirass and Iron horse halmet (합천 옥전고분군 출토 금속유물의 과학적 보존복원- 철제단갑, 철제마주를 중심으로)

  • Lee, U-Hui;Kim, Su-Gi;Yu, Jae-Eun
    • 보존과학연구
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    • s.8
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    • pp.13-34
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    • 1987
  • A large number of metallic relics were excavated by a team of Kyungsang University museum (Nov. 25, 1985 - Jan. 29, 1986) from the groups of tombs located at No. 9 Mountain,Okchun Village, Sungsan-Ri, Ssangchak-Myon, Hyopchun-Kun, Kyungsangnam-Do which are believed to date back to Kaya period. The Research Institute of Cultural Properties was in charge performing scientific conservation and restoration for the iron cuirass and horse halmet (for one year and seven months, Feb. '86 - Sep. '87)The scientific processing for them are as follows :1. Taken Photo and record the actual conditions prior to conservation.2. Taken radiography3. Elimate Goethite ($\alpha$-FeOOH) layer on the surface using Air-brasive, remaining Magnetite ($Fe_3O_4$) layer.4. Treat to dechlorinize with 3% Sodium-Sesquicarbonate5. Protected the relics with Ruscoat acryl resin using vacuum infiltration method.6. Joint the sherd using Araldite and Microballoon mixture.7. Restored missing parts by Araldite SV 427 and HV 4278. Made record and taken photo after restoration Several hundred of sherds of relics, small or large, were restored by assortment which this method for the purpose of contributing to the further study of ancient Kaya history.* Conservator, National Research Institute of Cultural Properties.

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Optimal Location of Best Management Practices for Storm Water Runoff Reduction (우수유출저감 시설의 최적위치 결정)

  • Jang, Su Hyung;Lee, Jiho;Yoo, Chulsang;Han, Suhee;Kim, Sangdan
    • Journal of Korean Society on Water Environment
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    • v.24 no.2
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    • pp.180-184
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    • 2008
  • A distributed hydrologic model of an urban drainage area on Bugok drainage area in Oncheon stream was developed and combined with a optimization method to determine the optimal location and number of best management practices (BMPs) for storm water runoff reduction. This model is based on the SCS-CN method and integrated with a distributed hydrologic network model of the drainage area using system of 4,211 hydrologic response units (HRUs). Optimal location is found by locating HRU combination that leads to a maximum reduction in peak flow at the drainage outlet in this model. The results of this study indicate the optimal locations and numbers of BMPs, however, for more exact application of this model, project cost and SCS-CN reduction rate of structural facilities such infiltration trench and pervious pavement will have to be considered.

Fabrication of Cross-linked Nano-Fibrous Chitosan Membranes and Their Biocompatibility Evaluation

  • Nguyen, Thi-Hiep;Lee, Seong-Jin;Min, Young-Ki;Lee, Byong-Taek
    • Korean Journal of Materials Research
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    • v.21 no.2
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    • pp.125-132
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    • 2011
  • Fibrous chitosan membranes were fabricated as a substrate for skin applications using an electro-spinning process with different solvents and varying concentrations. Scanning electron microscopy (SEM) images confirmed that the formation of the chitosan fibrous membrane in trifluoroacetic acid was better than that in acetic acid. Fourier transform infrared spectroscopy showed that the chitosan fibers were cross-linked with glutaraldehyde, and that the cytotoxicity of the aldehyde groups was reduced by glycine and washing by NaOH and DI water. Chitosan cross-linked fibrous membranes were insoluble in water and could be washed thoroughly to wash away glycine and excess NaOH and prevent the infiltration of other water soluble bio-toxic agents using DI water. MTT assay method was employed to test the cytotoxicity of chitosan membranes during fabricating, treating and washing processes. After the dehydration of cell cultured chitosan membranes, cell attachment behavior on the material was evaluated using SEM method. Effect of the treatment processes on the biocompatibility of the chitosan membranes was shown by comparing of filopodium and lamellipodium of fibroblast cells on grown washed and unwashed chitosan fibrous membrane. The MTT assay and SEM morphology confirmed that the washed chitosan fibrous membrane increased cell attachment and cell growth, and decreased toxicity compared to results for the unwashed chitosan fibrous membrane.

응력-침투 연계 해석에 의한 필 댐의 최적 설계

  • Park, Chun-Sik;Lee, Jun-Suk;Kim, Jong-Hwan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.862-870
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    • 2010
  • This thesis has been researched on optimized design method for the total cross section of embankment considering the fact that the size of embankment cross section is directly related with economic efficiency when dam designing. In general, embankment cross section of fill dam is either determined by cohesion and angle of internal friction, a strength parameter of embankment materials or by permeability of embankment. Therefore the size of embankment cross section depending on strength parameter of embankment materials was determined by using MIDAS-GTS program through stress-seepage coupled analysis at the time of fill dam design. As a result, determination of embankment cross section was more affected by the size of central core and permeability rather than by slope stability by shear strength and it was revealed that in case of embankment height being over 20m, stability against infiltration and slope action could be secured only when embankment slope is at least over 1:2.5. In addition, it was also revealed that in case of making the size of central core exceeding specification standard, total cross section of embankment could be reduced considerably and at the time of embankment design, adequate size and appropriateness of embankment cross section could be determined with referring the table suggested by this study.

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Development of Transient Expression System Using Transformed Seedlings of Brassica napus var. napus (유채유묘의 형질전환을 통한 일시발현시스템의 개발)

  • Shin, Dong-Il;Park, Hee-Sung
    • KSBB Journal
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    • v.21 no.6 s.101
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    • pp.489-492
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    • 2006
  • For molecular breeding purpose, genetic transformation of Brassica napus cultivars has been extensively performed using Agrobacterium method. B. napus cv. napus, one of major oil crops, can be transformed via Agrobacterium-based method. We demonstrated that Agrobacterium-mediated transformation via vacuum infiltration slightly worked for the seedlings of B. napus cv. napus according to fluorometric GUS enzyme analysis. In contrast, transformation efficiency was highly enhanced when the seedlings, prior to agroinfiltration, were treated with sodium hydrosulfite solution as a chemical wounding agent. GUS gene expression in transformed seedlings that was confirmed by RT-PCR suggests their usefulness for the development of transient expression system.