• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.6C
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• pp.275-284
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• 2012

The Antarctic continent exposed to strong wind, very low temperature, and extremely dry condition. The freezing-thawing cycles under this extreme environment change the mechanical characteristics of rocks near the ground surface. To investigate the effect of freezing-thawing cycles under the extreme environment understand on geotechnical properties of rocks, rocks from the Antarctica were collected from two places: (1) West Antarctic Cape Burks and (2) East Antarctic Terra Nova Bay areas. The rock characteristics of these two areas were described and compared. For Terra Nova Bay area, rock characteristics of rocks near the surface and depths exceeding 2.9 m were examined. The 'near-the-surface rocks' averages of absorption rate, P-wave velocity, and unconfined compressive strength were 0.56%, 3,717 m/s, and 109MPa, respectively; while, those values of 'deep-sited rocks' were 0.24%, 4,670 m/s, and 88MPa. From the measurements, it was found that the effects of weathering were not significant on mechanical characteristics (strength) but were pronounced on physical characteristics(absorption and P-wave velocity).

• Journal of the Korean Wood Science and Technology
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• v.43 no.6
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• pp.714-720
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• 2015

Since physical and mechanical properties of wood are affected by environmental factors such as soil and climate change, this study investigated relationships between wood quality factors and stand characteristics of Castanopsis cuspidata var. sieboldii forest in the southern region of Korea, including Jeollanam-do Province and Je-ju island. The obtained results found very close relationships between physical and mechanical properties of wood and stand characteristics. The air-dried density and strength performance of woods showed a negative correlation with the diameter at breast height (DBH) while they were positively related to altitude and drainage of the forest site. And wood properties showed variations depending on the region. These results brought a conclusion that wood of Castanopsis cuspidata var. sieboldii in the southern region could be useful forest resources for timber production.

• Journal of the Korean Wood Science and Technology
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• v.42 no.6
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• pp.659-665
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• 2014

Wood properties are affected by environmental factors such as soil and climate change. There were close relationships between mechanical properties and stand characteristics for Quercus serrata stands in Gyeongsangnam-do Province, Jeollanam-do Province and Je-ju island. Both compression and shear strengths of woods showed a negative correlation with diameter at breast height (DBH) and the number of tree per hector, while they are positively related with with tree age, altitude, and drainage. The annual ring width was also negatively correlated with tree age, altitude, drainage, DBH, and tree height. However, anatomical characteristics of wood did not show much variation depending on the provincial regions. These results brought a conclusion that Quercus serrata in southern region could be useful forest resources for the utilization of wood.

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.328-328
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• 2002

PET 絲의 특성은 중합단계나 방사, 연신 등의 원사제조공정의 공정조건뿐 아니라 사가공 공정을 거쳐 winding, 2-for-1 twisting, sizing등의 제직준비 공정과 제직 공정에 의해서 물리적인 특성이 크게 변화한다. 이러한 공정을 거치면서 품질과 성능변화에 절대적인 영향을 미치는 공정요소는 온도, 시간 그리고 장력이다(37). PET 絲는 공정을 거치면서 역학적 특성이나 열적 특성의 차이로 인해 공정관리 면에서 middle stream의 중소기업들이 시행착오에 의해 공정조건을 결정하는 현실에 처해있다. (중략)

• Proceedings of the KSEEG Conference
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• 2007.04a
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• pp.612-614
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• 2007

• Journal of the Korean Wood Science and Technology
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• v.44 no.5
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• pp.767-775
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• 2016

Wood properties are affected by environmental factors such as soil, topography, rainfall, and climate change. The physical and mechanical properties of Quercus glauca were analyzed in order to investigate the relationship between wood properties and forest stand characteristics related to regions and forest origins. Physical and mechanical properties of wood were influenced by region. And no significant difference was observed between natural and artificial forests with respect to wood quality properties. Therefore, these findings are expected to be useful as fundamental data for silviculture practices of these species for wood quality.

• Journal of the Korea Concrete Institute
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• v.14 no.2
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• pp.207-215
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• 2002

This study is focusing on mixing the foamed concrete incorporated by waste expanded polystyrene(W-EPS), investigating the physical properties and offering a proper quality control method to the field engineers. Two types of W-EPS (type A and type B) were studied. Type A (B) had globular (crushed) shape and diameter of 3-5 (1-2) mm. The results show that the flow was suddenly reduced with increasing mixing quantity of two types, but it satisfies KS F 4039 until 60 ％ of mixing rate. In general, the absorption rate was suddenly reduced with increased mixing quantity of two types especially, in type A. Apparent specific gravity was 0.36∼0.53 and reduced with increasing mixing quantify of type A. But it increased in case of type B. Compressive strength and heat conduction rate increased with mixing with W-EPS than non-mixing W-EPS but reduced with mixing too much W-EPS. Based ong the results, it is believed that mixing with W-EPS can improve the recycle of industrial wastes and produce the high quality foamed concrete.

• 한국신재생에너지학회:학술대회논문집
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• 2010.06a
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• pp.168.1-168.1
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• 2010

본 연구에서는 기존 지중열교환기용 뒤채움재인 벤토나이트 그라우트의 대안으로 시멘트 그라우트의 물리적 역학적 특성을 평가하였다. 실내 시험을 통하여 시멘트 그라우트의 배합비 및 첨가재에 따라 열전도도와 유동성, 일축압축강도에 미치는 영향을 평가하였다. 또한, 실제 지중열교환기용 파이프 내 순환유체의 온도변화가 시멘트 그라우트의 재료적 안정성에 미치는 영향을 검토하기 위해 $-5^{\circ}C$와 $50^{\circ}C$를 한 주기로 하여 일축압축강도를 반복적으로 측정하였다. 냉난방 운전에 따른 시멘트 그라우트와 순환 파이프 접촉면의 양호한 부착성 유지 여부를 판단하기 위해 시멘트 그라우트에 HDPE 파이프를 삽입한 시료의 등가 투수계수를 Flexible wall permeameter를 이용하여 장기간 측정하였다. 순환유체의 온도변화 모사에 따른 일축압축강도는 주기가 반복될수록 강도가 감소하는 경향이 나타났다. HDPE파이프를 삽입한 시료의 등가 투수계수는 순환수의 온도에 따라 증감하다가 $1.02{\times}10^{-9}cm/sec$로 수렴하였다.

• Geotechnical Engineering
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• v.11 no.3
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• pp.113-122
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• 1995

The purposes of this study are to investigate the mechanical prospeities of the inter mediate soils through consolidation tests and triaxial compression shear tests. The intermediate soils used in this study are artificial soils which are composed of sea clay, sand and it's crushed component. The relationship between plastic index and mechanical prosperties (permeability and compressibility) is investigated through series of consoli dation tests. Strain hardening phenomenon under shearing is explored based on several overconsideration ratios and strain rates in undrained shear tests. To make a comparative study difference of drain condition and strain rate, drain shear tests are performed with overconsolidation ratio.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.14 no.2
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• pp.225-235
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• 2001

본 연구는 물리·역학적 특성을 고려한 점탄성 감쇠기의 수치모델에 의한 강뼈대구조물의 지진응답개선에 관해서 조사하고자 한다. 온도변화에 의한 감쇠기 이력거동에 미치는 영향을 고려하기 위하여, 점탄성 감쇠기의 모델은 온도-주기 등가원리와 더불어 개선된 분수도함수법에 기초하여 정식화하였다. 본 감쇠기 모델의 알고리즘을 일반화된 강뼈대구조물의 비선형 동적 해석 프로그램에 추가하였다. 강뼈대구조물에 대한 해석 예를 통하여, 제시된 모델에 의한 점탄성 감쇠기의 지진응답개선에 관한 효과를 확인할 수 있었다.