全部文献期刊会议图书|学者科研项目
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作者:DaeHyeon Kim , JunHa Kim ...
来源:[J].Annals of Nuclear Energy(IF 0.8), 2019, Vol.128, pp.53-62
摘要:Abstract(#br)This paper is intended to provide the basis for the different involved parties to reach convergence on the most relevant management option from an overall point of view and to identify which criteria should be assessed in order to appreciate that relevancy, and to pr...
作者:Daehyeon Kim , Myung Sagong , Yonghee Lee
来源:[J].Construction and Building Materials(IF 2.293), 2004, Vol.19 (3), pp.189-196
摘要:Abstract(#br)Decomposed granitic soil is widely used as the subgrade material in Korea. The mechanical behavior of the soil can differ depending on the fine aggregate content of the soil. Due to particle crushing during loading and compaction, the soil may behave as either cohesi...
作者:Daehyeon Kim , Jong Ryeol Kim
来源:[J].Construction and Building Materials(IF 2.293), 2006, Vol.21 (7), pp.1470-1479
摘要:Abstract(#br)Subgrade soils are very important materials to support highways. Resilient modulus ( M r ) has been used for characterizing stress-strain behavior of subgrades subjected to repeated traffic loadings. Recently the repeated triaxial test procedure has been upgrade...
作者:Myung Sagong , Kyuho Paik , Daehyeon Kim
来源:[J].Soils and Foundations(IF 0.413), 2007, Vol.47 (2), pp.415-421
摘要:ABSTRACT(#br)The uniaxial compressive strength of intact rock is widely used as the sole factor to estimate the side resistance of drilled shafts socketed in rock. However, the side resistance should also depend on in situ rock mass characteristics such as rock type, strength, jo...
作者:Daehyeon Kim , Rodrigo Salgado
来源:[J].Soils and Foundations(IF 0.413), 2010, Vol.50 (5), pp.585-598
摘要:ABSTRACT(#br)The load capacity of driven piles has been reported to sometimes increase or decrease with time after pile installation. An increase in pile capacity with time is known as setup, whereas a decrease in capacity is referred to as relaxation. In this paper, we review th...
作者:Daehyeon Kim , Sinkyu Jung , Kyungsub Cha
来源:[J].Materials(IF 2.247), 2013, Vol.6 (12), pp.5713-5725
摘要:In this study, four types of grout were developed to evaluate the effect of grouting of saturated riprap layers on ground water flow. The developed types of grout are divided into a quick-setting type and a general-type, and also into high and low viscosities. A number of grout t...
作者:Daehyeon Kim , Sungwoo Ha
来源:[J].Materials(IF 2.247), 2014, Vol.7 (2), pp.963-979
摘要:In order to design civil structures that are supported by soils, the shear strength parameters of soils are required. Due to the large particle size of coarse-grained soils, large direct shear tests should be performed. In this study, large direct shear tests on three types of co...
作者:Daehyeon Kim , Kyungho Park , Dongwook Kim
来源:[J].Materials(IF 2.247), 2013, Vol.7 (1), pp.143-156
摘要:The purpose of this study is to understand the effect of ground conditions on microbial cementation in cohesionless soils. Since the method of microbial cementation is still at the experimental stage, for its practical use in the field, a number of laboratory experiments are requ...

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