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4篇 您的检索式:作者名="Yerim"
    题名 作者 年代 出处 被引量
1Controlled atmosphere and temperature treatment system to disinfest fruit moth,Carposina sasakii (Lepidoptera: Carposinidae) on apples显示文摘SON YERIM CHON IKJO NEVEN LISA 2012Journal of Economic Entomology2012,105,5:1
2Overexpression of miR172 supresses the brassinosteroid signaling defects of bakl in Arabidopsis显示文摘Beg Hab Kim Yerim Kwon Byeong-ha Lee 2014Biochemical and Biophysical Research Communications2014,,447:1
3Pricing fraud detection in online shopping malls using a finite mixture model显示文摘Kwanho Kim< !--Q1: Please confirm that given names and surnames have been identified correctly.--> Yerim Choi Jonghun Park 2013Electronic Commerce Research and Applications2013,,3:1
4Impact of clay particle reattachment on suffusion of sand-clay mixtures显示文摘The detached clay particles directly filtrated through the sand-clay mixture lead to suffusion;however,if the detached clay particles are subjected to reattachment,the degree of suffusion may be less significant.This study investigates the impact of clay particle reattachment on suffusion of sand-clay mixtures through laboratory soil-column experiments.The observed breakthrough curves(BTCs)of kaolinite,illite,and montmorillonite for 5 different column lengths(3 in,6 in,9 in,12 in,and 18 in;1 in=2.54 cm)indicated that a higher breakthrough concentration was observed as the column length(L)decreased for kaolinite and illite,whereas a reverse trend was observed for montmorillonite.In addition,the increase in the fraction of filtrated clay particles(Me)with an increase in L(Me=10.42%for L=3 in and Me=3.59%for L=18 in)for the sand-illite mixture indicated that the reattachment effect became more significant as the travel length of detached clay particles increased.The observed BTCs,retention profiles after injection,and fraction of filtrated clay presented herein suggest the need to incorporate the reattachment effect when assessing the suffusion of clay-containing soils.Jongmuk Won Yongjoon Choe Yerim Yang Hangseok Choi 2023Journal of Rock Mechanics and Geotechnical Engineering2023,15,10:0
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