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Cyclic Shear Strength of Anisotropically Consolidated Snnd
Kim, Byung-Tak,Kim, Young-Su,Seo, In-Shik,Jeong, Dong-Gil 한국지반공학회 2002 지반 : 한국지반공학회지 Vol.18 No.3
본 논문에서는 비등방 압밀된 낙동강 포화모래의 비배수 반복 전단강도 거동이 연구되었으며, 등방압밀된 시료의 반복삼축시험은 비등방 압밀시료와의 비교를 위하여 수행되었다. 초기 정적 전단음력과 상대밀도의 다양한 조합하에 반복 전단강도는 고찰되었다. 음력반전과 비응력반전 모두에 대하여 반복하중을 받는 시료의 파괴는 5%의 양진폭변형율과 5%의 잔류축변형율로서 정의하였다. 비등방 압밀된 시료의 반복 전단강도는 초기 정적 전단강도에 영향을 받는 것으로 나타났다. 비등방 압밀 낙동강 모래의 반복 전단강도는 Toyoura 실리카 모래의 전단강도 보다는 크지만, Dogs Bay 카보나이트 모래의 전단강도 보다는 작게 나타났다. 실험결과와 예측결과의 비교에 의하면, 낙동강 모래의 잔류 간극수압에 대한 Hyodo 모델의 적용성이 입증되었다. This paper is focused on studying the undrained cyclic triaxial behavior of saturated Nak-dong River sand, using anisotropically consolidated specimens. A test of isotropically consolidated specimens was performed to compare the results of the anisotropically consolidated specimens. The cyclic shear stre3ngth of the sand under various combinations of initial static shear stress and relative density was considered. Failure was defined as a 5% double amplitude cyclic strain and a 5% residual axial strain for both reversal stress and no reversal stress conditions. Using this definition, the cyclic strength of the anisotropically consolidated specimens was affected by the initial static shear stress. For anisotropically consolidated Nak-dong River dense sand, the cyclic strength is greater than that of Toyolura silica sand but is smaller than that of Dogs Bay carbonate sand. By comparing the experimental and predictecl results, it was possible to predict the residual pore pressure of Nak-dong River sand using Hyodo's model with initial static shear stress subjected cyclic loading.
補强斜面에 대한 Centrifuge Test와 Two-part Wedge 解析의 比較評價
서인식(In-Shik Seo),이친(Chin Lee),김병탁(Byung-Tak Kim) 한국산업융합학회 1999 한국산업융합학회 논문집 Vol.2 No.2
Results of two-part wedge analysis and centrifuge test executed by Zornberg et al. were compared for geotextile-reinforced slope stability. For two-part wedge analysis results of two cases, a frictional case considering internal friction of soil as interwedge friction and a nonfrictional case not considering, were also compared and evaluated. The analysis was based on limit equilibrium and two-part wedge was divided into slices as many as the number of geotextiles to obtain a maximum tension distribution mobilized in reinforcements. A significant observation was that the distribution was a triangular shape with maximum tension of geotextile at a transit point of interwedge. The number of geotextiles and failure surface of frictional case were reasonable and more comparable to results of the centrifuge tests than those of nonfrictional case. Therefore it can be said that two-part wedge analysis is recommendable for design analysis of reinforced slopes if an interwedge angle is regarded to be an angle of internal friction in soil.<br/>
서인식 ( In-shik Seo ),김병탁 ( Byung-tak Kim ) 한국산업융합학회 2007 한국산업융합학회 논문집 Vol.10 No.2
In case of an urban tunnel, the displacement of ground base controls the tunnel design because it is built on shallow and unconsolidated ground many times. There are more insufficiency to describe the ground movement which coincides in the measured result of the situ because the design of an urban tunnel is dependent on the method of numerical analysis used to the existing elastic and elasto-plastic models. We studied about the prediction for the ground movement of a shallow tunnel in unconsolidated ground, mechanism of collapse, and settlement. Also this paper shows comparison with the existing elastic and elasto-plastic model using the unlinear analysis of the strain-softening model. We can model the real ground movement as the increasement of ground surface inclination or occurrence of shear band by using strain-softening model for the result of ground movement of an urban NATM tunnel.
Thompson, Zachary J.,Stickel, Andrew,Jeong, Young-Gyun,Han, Sanghoon,Son, Byung Hee,Paul, Michael J.,Lee, Byounghwak,Mousavian, Ali,Seo, Giwan,Kim, Hyun-Tak,Lee, Yun-Shik,Kim, Dai-Sik American Chemical Society 2015 NANO LETTERS Vol.15 No.9
<P>We demonstrate that high-field terahertz (THz) pulses trigger transient insulator-to-metal transition in a nanoantenna patterned vanadium dioxide thin film. THz transmission of vanadium dioxide instantaneously decreases in the presence of strong THz fields. The transient THz absorption indicates that strong THz fields induce electronic insulator-to-metal transition without causing a structural transformation. The transient phase transition is activated on the subcycle time scale during which the THz pulse drives the electron distribution of vanadium dioxide far from equilibrium and disturb the electron correlation. The strong THz fields lower the activation energy in the insulating phase. The THz-triggered insulator-to-metal transition gives rise to hysteresis loop narrowing, while lowering the transition temperature both for heating and cooling sequences. THz nanoantennas enhance the field-induced phase transition by intensifying the field strength and improve the detection sensitivity via antenna resonance. The experimental results demonstrate a potential that plasmonic nanostructures incorporating vanadium dioxide can be the basis for ultrafast, energy-efficient electronic and photonic devices.</P><P><B>Graphic Abstract</B> <IMG SRC='http://pubs.acs.org/appl/literatum/publisher/achs/journals/content/nalefd/2015/nalefd.2015.15.issue-9/acs.nanolett.5b01970/production/images/medium/nl-2015-01970q_0007.gif'></P>