• Title/Summary/Keyword: CSG공법

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Application study of C.S.G method by the test construction and field test (시험시공 및 현장시험을 통한 C.S.G 공법의 적용성 검토)

  • Kim, Ki-Young;Park, Han-Gyu;Cho, Sung-Eun;Jeon, Je-Sung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.61-68
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    • 2006
  • Cemented Sand and Gravel(CSG) is a material made by simple mixing of rock-based raw materials such as excavated soil and riverbed gravel together with cement and water. The use of CSG methodl for cofferdam and large dam is gradually increasing in Japan because a quarry and aggregate plants can be diminished. Also, the CSG method can reduce dam construction cost, construction duration and destruction of environment. In this paper, field test and test construction of CSG method was conducted on Hwabuk Dam. The mechanical properties of CSG, such as compressive strength, extention strength and field permeability test were investigated. From the results of the experimental study, application study of CSG method was discussed.

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Strength Characteristics of Cemented Sand of Nak-dong River (낙동강유역 시멘트혼합토의 강도특성)

  • Kim, Youngsu;Jeong, Wooseob;Seok, Taeryong;Im, Ansik
    • Journal of the Korean GEO-environmental Society
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    • v.7 no.4
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    • pp.43-52
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    • 2006
  • There were huge damages of human beings and their properties in many areas of the basin of the Nak-Dong river by the unusual weather and the localized downpour recently. In this research against disasters, we want to know strength of the cemented sand that is mixed with cement and poor-graded sand, to estimate CSG(Cemented Sand and Gravel) method used coffer dam in Japan, which is the materials of riverbed in the basin of the Nak-Dong river for levee's construction. For that, we want to provide the fundamental data which need in the examination of adaptation of levee's material, design and analysis by investigating compressive strength by curing period and cement content, elastic modulus and stress by transformation from compaction test, CBR test, unconfined compression test and triaxial compression test as changing cement content from 2% to 8% at two sites in the basin of the Nak-Dong river.

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Mix design of CSG method (CSG 공법적용을 위한 배합설계기법)

  • Kim, Ki-Young;Jeon, Je-Sung;Cho, Sung-Eun;Lee, Jong-Wook
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.10a
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    • pp.293-301
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    • 2005
  • The CSG(Cemented Sand and Gravel) method is construction technique using as raw materials earth and gravel generated from a local construction site, mixing them with cement and rolling with vibration rollers. Recently, The use of this method for cofferdam and large dam is gradually increasing in Japan. The purpose of an CSG mix design is to develop project specific properties to meet the structure design requirements. But uniform mix design of CSG method has not yet been established. The experience of practitioners from the geotechnical and concrete disciplines has given rise to two genernal approaches to mix design for CSG. This paper reports the concept of how to set the mix design according to modified Proctor compaction test process and the test results on properties such as compaction, compressive strength and modulus of elasticity that obtained by unconfined compression test.

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Strength Characteristics of Cemented Sand and Gravel (Cemented Sand and Gravel 재료의 강도특성)

  • Kim Ki-Young;Park Han-Gyu;Jeon Je-Sung
    • Journal of the Korean Geotechnical Society
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    • v.21 no.10
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    • pp.61-71
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    • 2005
  • Cemented Sand and Gravel (CSG) is a material made by simple mixing of rock-based raw materials such as excavated soil and riverbed gravel together with cement and water. The use of CSG material for cofferdam and large dam is gradually increasing in Japan because a quarry and aggregate plants can be diminished. Also, the CSG method can reduce dam construction cost, construction duration and destruction of environment. In this paper, the basic strength characteristics of CSG, such as compressive strength, modulus of elasticity and stress-strain curve were investigated by unconfined compression test and large triaxial compression test. From the results of the experimental study, the correlation equations between elastic modulus and unit cement, age are proposed.