• 한국지반공학회논문집
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• 제36권12호
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• pp.7-16
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• 2020

본 연구는 음향학적 기법을 이용하여 지반의 투수계수를 산정하는 새로운 방법을 제시하였다. 연구를 위하여 Biot의 특성 진동수(Characteristic Frequency) 와 지반의 투수계수의 연관성이 포화된 지반에서만 나타나는 것을 확인할 수 있도록 음파의 감쇠 및 전파속도 특성을 포화된 시료와 건조된 시료에 대하여 측정/비교 하였다. 본 연구에서의 시험결과는 특성 진동수는 포화된 지반에서만 나타나며, 음파의 감쇠 특성으로 부터 얻은 특성 진동수와 전파속도 특성으로 부터 얻은 특성 진동수가 서로 매우 유사한 범위를 나타내었다. 한편 음파의 전파속도로 부터 얻은 결과가 감쇠 특성으로부터 얻은 결과보다 판독성이 좀 더 좋은 것으로 나타났다. 또한 본 시험결과를 동일한 시료에 대한 정수위 투수시험결과와 비교했을때 서로가 합리적으로 상응하는 결과를 나타내었으며, 본 연구에서 사용된 음향학적 기법이 사질토 또는 실트질 사질토의 투수계수를 구할 수 있는 비파괴 시험으로 사용될 수 있는 가능성을 보여 주었다.

• 한국조경학회지
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• 제25권2호
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• pp.54-61
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• 1997

This study has conducted to analyze the crelationship among soil properties and to investigate how they affect soil physical characteristics and plant growth. The experiment of woody plant growth was conducted as follows : Type I was the original soil. Type II, the soil particles smaller than 20${\mu}{\textrm}{m}$ was removed from the original soil. Type III, the soil particles is smaller than 75${\mu}{\textrm}{m}$ was removed from original soil. Wisteria floribunda A.P.DC and Celtis sinensisi Pers. were used for plant growth measurement. 1. Soil type II. the closest to Fuller's curved line, showed high dry bulk density and low in soil pores and saturated hydraulic conductivities. This created poor soil aeration and limited space for the root to growth. When the root did not have sufficient space to grow, there was a lot of physical stress, which hindered the root growth. 2. Soil typeIII was high saturated hydraulic conductivity and a lot of soil pores larger than 10 ${\mu}{\textrm}{m}$. As a result, there were more available spaces for root to spread. It was considered that there was less physical stress for root growth. Therefore, soil typeIII showed significantly greater root growth. 3. Because soil type III has less small particles and saturated hydraulic conductivity was high, and water infiltrates rapidly into the underground when there was rainfall or irrigation. The soil typeIII becomes much stronger soil mechanically due to the less small particles. Therefore, soil typeIII was a suitable material for applying on planting sites where soil compaction is expected.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.435-441
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• 2008

More time is required for consolidating soft clay when its hydraulic conductivity around the vertical drains is reduced by soil disturbance. One of the methods to be proposed to solve such problem is the electro-osmotic flow application. This study presents the experimental results of model tests using a modified oedometer and a large-scale cylinder with a sand drain. Results show that the development of negative excessive pore water pressure due to the DC electrical field in saturated clay can be transformed to additional loads causing more consolidation settlement.