• 한국농공학회지
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• 제37권5호
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• pp.53-61
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• 1995

Analyses of subsurface drainage effects of farmland with respect to pipe and envelop material are made by the laboratory experiments using soil box to give basic information for the subsurface drainage system planning and design. Three different diameter PVC perforated pipes and a mesh pipe are used with envelop materials such as sand, rice bran, and crushed stone. Steady state subsurface drainage flow rate increased as envelop material changed from sand to rice bran and crushed stone. This indicates that as the hydraulic conductivity of the envelop material increases, the drainage flow rate increases. On the other hand, for a given envelop material, the mesh pipe which has the largest openning area shows the largest flow rate while small diameter PVC pipes show small flow rates. This tells that as the openning area and pipe diameter increase, the flow rate increases, too. Therefore, selection of pipe and envelop material should be made in accordance with the design drainage flow rate. Unsteady state subsurface drainage flow rate with respect to time differs for different envelop material. In case the sand was used as an envelop material, the small diameter PVC pipes show larger flow rates than the large diameter PVC pipe and mesh pipe. When the rice bran was used, the mesh pipe shows the largest flow rate, while small diameter pipes show smaller flow rates. In case the crushed stone was used as an envelop material, the large diameter PVC pipe and mesh pipe show larger flow rates, while small diameter pipes show a little bit smaller flow rates. However, the variation of flow rates among different pipes is the smallest when the crushed stone is used. The flow rate curve with respect to the pipe changes little for the crushed stone envelop which has a large hydraulic conductivity, while that changes much for the sand and rice bran envelops. However, it is difficult to draw a consistent relationship between the drainage flow rate and pipe for all the envelop materials. Since the subsurface drainage experiments are made only under the restricted laboratory condition in this study, further study including field experiment is required.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.525-532
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• 2004

Among soft ground treatment methods with granular soil used in domestic, the sand compaction pile method has been utilized greatly, but, as a result of exhaustion of sand and increase of unit cost, a necessity of an alternative method is suggested. In this study, the static load tests for crushed-stone compaction piles which were constructed on test field were performed. Based on test results, stress concentration ratios between the crushed-stone compaction pile and the soft ground were investigated and estimated. The stress concentration ratio was the range of 1.7 to 3.0 and the higher it was the more replacement rate was increased.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.656-661
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• 2009

In this study, theoretical analysis and evaluation tests were performed to assess the pipe stability against compaction equipments and vehicle loads when conventional construction criteria for pre-insulation heating pipes are applied and the alternative material, crushed sand, are used for backfills. The research outcomes shows that (1) the conventional code criteria for pre-insulated heating pipes is well established to support compaction equipments and vehicle loads, (2) the crushed sands as an alternative is usable as backfill materials for pre-insulated heating pipes based on the suitability evaluations of various types of pipes, and (3) the crushed sand agree well with the design consideration of pre-insulated heating pipes construction in the points of economical efficiency and construction criteria.

• 콘크리트학회논문집
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• 제18권2호
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• pp.249-255
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• 2006

최근 건설현장에서 다양한 잔골재가 콘크리트에 사용되고 있으나, 이런 잔골재가 콘크리트에 미치는 영향에 대해 체계적으로 검토한 연구는 거의 없다. 따라서 본 연구에서는 최근 국내 건설현장에서 비교적 많이 사용되고 있는 잔골재 종류가 콘크리트의 품질에 미치는 영향을 검토할 목적으로 잔골재 종류가 콘크리트의 건조수축, 내구성, 수밀성에 미치는 영향을 분석하였다. 그 결과, 부순모래를 사용한 콘크리트는 바닷모래 및 강모래와 같은 천연모래를 사용한 콘크리트에 비해 건조수축이 증가되고, 내구성과 수밀성이 저하되며, 특히 입도 입형이 불량한 부순모래를 사용한 경우에는 더욱 콘크리트의 품질을 저하시키는 것으로 나타났다. 또한 입도 입형이 불량한 부순모래를 천연모래와 혼합하여 입도와 입형을 적절히 조절함으로써 콘크리트의 건조수축이 저감되고, 내구성과 수밀성이 향상되는 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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• pp.392-397
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• 1998

In this paper, the properties of cement mortar used recycled aggregate are analyzed and compared with river and crushed sand mortar. Recycled aggregates are made by crushing wasted concrete had various compressive strength, and test items are the properties of fresh mortar, hardened mortar and durability. According to the experimental results, flow, unitweight, strength and durability of cement mortar used recycled aggregates decrease compared with those of river and crushed sand mortar.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.705-712
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• 2005

Among soft ground treatment methods with granular soil used in domestic, the sand compaction pile method has been utilized greatly, but, as a result of exhaustion of sand and increase of unit cost, a necessity of an alternative method is suggested. In this study, the static load tests for group crushed-stone compaction piles which were constructed at in-situ site were performed. Pile diameter was 700mm and area of loading plates were changed. The static load tests of single and group piles were performed for area replacement ratio of 20, 30 and 40%. Based on test results, bearing capacity of group crushed-stone compaction pile were estimated. The more both single pile and group pile increase, the more yield bearing capacity tended to increase. Also, the yield bearing capacity of a group pile is about 50% less than the yield bearing capacity of a single pile. If the ground reinforced with the crushed-stone compaction pile is replacement ratio of $20{\sim}40%$, RIYB of both single pile and group pile increases qualitative tendency of linear more than original ground

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 추계 학술논문 발표대회
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• pp.113-114
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• 2015

This paper is to investigate the effect of poor quality aggregate source used in Korea on the mixture proportion and strength development of the high strength concrete fixed at 450 kg/m3 of cement contents. For aggregate kinds, good quality crushed stone from KS certified manufacturer and low quality crushed stone from non certified construction field are used. For fine aggregates, river sand, land sand, sea sand and mixed sand are also used. It is found that the use of low quality aggregates resulted in an increase of water demand considerably due to poor gradation of aggregate and excessive fine particles. Test results indicate that the use of low quality aggregate also decreases the compressive strength compared with that of good quality aggregate.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.463-466
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• 2005

This study examined the effects of comparatively widely used fine aggregates in the domestic construction fields on the quality of concrete through the analysis of the effects of such fine aggregates on the physical properties of fresh concrete and strength of hardened concrete. Results revealed that crushed sand degrades the fluidity and air entraining of concrete compared to natural aggregates like sea sand and river sand. Especially, the use of crushed sand exhibiting low grain shape and grade was seen to have larger adverse effect on the physical properties of concrete.

• 한국항만학회지
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• 제9권1호
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• pp.65-72
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• 1995

This study is being done for the purpose to achieve a stable demand and supply of materials for long term. The author investigated condition of suitable mixer design method for concrete, an individual value and a character of dynamics as a supplement material by drying up the natural aggregate, and a possible practicalization plan to reduce defects to the minimum. As a result of this study, it can be acquired a good quality of concrete by the use of the natural sand (Nak Dong river sand) and the crushed sand with suitable mixing ratio. The fineness modulus (F.M) of mixing aggregate is $2.7\pm1$ at this time and this is good for workbility and plasticity of concrete.

• 한국광물학회지
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• 제19권4호
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• pp.355-361
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• 2006

국내에서 인공쇄석사의 점유율은 30% 이상이며 계속적인 증가추세에 있다. 국내 인공쇄석사는 주로 화강암류를 그 원암으로 이용하고 있다. 인공모래 제조공정 중에 생기는 스러지(63마이크론 이하입자)는 침전제를 이용하여 분리하며, 그 양은 중량비 15% 내외이다. X-선 회절분석에 의하면 스러지 구성광물은 석영, 장석류가 3/4 이상을 차지하며, 그밖에 방해석 등과 각종 점토광물류를 포함한다. 점토류 중에는 운모 및 고령토류가 우세하고, 녹니석, 질석과 함께 스멕타이트류도 포함된다. 쥬라기 화강암류에서 발생되는 스러지는 대체적으로 백악기의 것에 비해서 더 많은 고령토류, 녹니석 및 질석류를 포함한다. 화학조성에 있어서도 화강암류와 스러지의 사이에 명확한 차이를 보여준다. $SiO_2$ 및 $Na_2O$ 성분 외에는 스러지가 화강암 원석류보다 더 높은 함량을 나타내어, 그들이 풍화작용에 의한 증가임을 나타낸다. 스러지에 대한 입도분석에 의하면, 토양조직 분류에서의 Silt loam 정도에 해당하며, 변수두 투수실험에 의해 측정된 수리전도도에 의하여서도 silt 및 sand가 우세하게 포함된 특성을 나타낸다. 이와 같이, 현재 우리나라에서 버려지고 있는 스러지는 silt 및 점토입자함량에 의하여 불투수성을 야기하므로 산업폐기물로 간주되어 환경오염물로 분류되고 있다.