• 한국지구물리탐사학회:학술대회논문집
• /
• 2005.09a
• /
• pp.125-153
• /
• 2005

It has been widely known that the seismic piezo-cone penetration test (SCPTU) is one of the most useful techniques for investigating the geotechnical characteristics including dynamic soil properties. As the practical applications in Korea, SCPTU was carried out at two sites in Busan and four sites in Incheon, which are mainly composed of alluvial or marine soil deposits. From the SCPTU waveform data obtained from the testing sites, the first arrival times of shear waves were and the corresponding time differences with depth were determined using the cross-over method, and the shear wave velocity profiles (VS) were derived based on the refracted ray path method based on Snell's law and similar to the trend of cone tip resistance (qt) profiles. In Incheon area, the testing depths of SCPTU were deeper than those of conventional down-hole seismic tests. Moreover, for the application of the conventional CPTU to earthquake engineering practices, the correlations between VS and CPTU data were deduced based on the SCPTU results. For the empirical evaluation of VS for all soils together with clays and sands which are classified unambiguously in this study by the soil behavior type classification Index (IC), the authors suggested the VS-CPTU data correlations expressed as a function of four parameters, qt, fs, $\sigma$, v0 and Bq, determined by multiple statistical regression modeling. Despite the incompatible strain levels of the down-hole seismic test during SCPTU and the conventional CPTU, it is shown that the VS-CPTU data correlations for all soils clays and sands suggested in this study is applicable to the preliminary estimation of VS for the Korean deposits and is more reliable than the previous correlations proposed by other researchers.

• Geophysics and Geophysical Exploration
• /
• v.9 no.3
• /
• pp.207-224
• /
• 2006

It has been widely known that the seismic piezo-cone penetration test (SCPTu) is one of the most useful techniques for investigating the geotechnical characteristics such as static and dynamic soil properties. As practical applications in Korea, SCPTu was carried out at two sites in Busan and four sites in Incheon, which are mainly composed of alluvial or marine soil deposits. From the SCPTu waveform data obtained from the testing sites, the first arrival times of shear waves and the corresponding time differences with depth were determined using the cross-over method, and the shear wave velocity $(V_S)$ profiles with depth were derived based on the refracted ray path method based on Snell's law. Comparing the determined $V_S$ profile with the cone tip resistance $(q_t)$ profile, both trends of profiles with depth were similar. For the application of the conventional CPTu to earthquake engineering practices, the correlations between $V_S$ and CPTu data were deduced based on the SCPTu results. For the empirical evaluation of $V_S$ for all soils together with clays and sands which are classified unambiguously in this study by the soil behavior type classification index $(I_C)$, the authors suggested the $V_S-CPTu$ data correlations expressed as a function of four parameters, $q_t,\;f_s,\;\sigma'_{v0}$ and $B_q$, determined by multiple statistical regression modeling. Despite the incompatible strain levels of the downhole seismic test during SCPTu and the conventional CPTu, it is shown that the $V_S-CPTu$ data correlations for all soils, clays and sands suggested in this study is applicable to the preliminary estimation of $V_S$ for the soil deposits at a part in Korea and is more reliable than the previous correlations proposed by other researchers.

• Composites Research
• /
• v.29 no.2
• /
• pp.45-52
• /
• 2016

An understanding of the failure mechanisms of the adhesive layer is decisive in interpreting the performance of a particular adhesive joint because the delamination is one of the most common failure modes of the laminated composites such as the fiber metal laminates. The interface between different materials, which is the case between the metal and the composite layers in this study, can be loaded through a combination of fracture modes. All loads can be decomposed into peel stresses, perpendicular to the interface, and two in-plane shear stresses, leading to three basic fracture mode I, II and III. To determine the load causing the delamination growth, the energy release rate should be identified in corresponding criterion involving the critical energy release rate ($G_C$) of the material. The critical energy release rate based on these three modes will be $G_{IC}$, $G_{IIC}$ and $G_{IIIC}$. In this study, to evaluate the fracture behaviors in the fracture mode I and II of the adhesive layer in fiber metal laminates, the double cantilever beam and the end-notched flexure tests were performed using the reference adhesive joints. Furthermore, it is confirmed that the experimental results of the adhesive fracture toughness can be applied by the comparison with the finite element analysis using cohesive zone model.

• Land and Housing Review
• /
• v.2 no.2
• /
• pp.163-170
• /
• 2011

Individual Vacuum Pressure Method (IVPM) is a soft ground improvement technique, in which a vacuum pressure can be directly applied to the vertical drain board to promote consolidation and to strengthen the soft ground. This method does not require surcharge loads, different to embankment or pre-loading method. In this study, the ground improvement efficiency of Individual Vacuum Pressure Method was estimated when suction pressure increases step by step(-20, -40, -60, -80kPa) with different periods. During Individual Vacuum Pressure Method process, surface settlement and pore pressure were monitored, and cone resistance as well as water content were also measured after the completion of Individual Vacuum Pressure Method treatment. From the results, optimum duration of each step of vacuum pressure was determined, and the settlement was calculated using FEM numerical analysis.

• Journal of the Korean Wood Science and Technology
• /
• v.16 no.2
• /
• pp.50-61
• /
• 1988

접착제(接着劑) 제조(製造)를 위하여 펄프폐액(廢液)중의 리그닌을 이용(利用)하는 연구(硏究)가 1930년경(年傾)부터 진행(進行)되여 아황산펄프폐액(廢液)중의 Lignosulfonate의 경우는 페놀수지(樹脂)나 요소수지(要素樹脂)에 증량(增量)시키거난 반응(反應)시키는 연구(硏究)인데 비하여 kraft 리그닌을 이용(利用)하는 경우는 페놀수지(樹脂)의 보문(報文)이 주류(主流)를 이루고 있으나 요소계(要素系) 공축합수지(共縮合樹脂)는 아직 발표(發表)된 바 없으며 또한 아직까지 리그닌을 이용(利用)한 상업적(商業的)인 접착제(接着劑)가 제조(製造)되어 활용(活用)되지 못하고 있는 실정(實情)이다. 따라서 본(本) 연구(硏究)는 합판제조(合板製造)의 원가절감(原價節減), 폐액이용(廢液利用)의 환경보존관점(環境保存觀點)에서 Krfat Pulp 폐액(廢液)중의 리그닌접착제(接着劑)의 제조(製造)하고져 실시(實施)하였으며, Urea-Lignin 접착제(接着劑)의 도포량(塗布量)은 일반적(一般的)으로 합판(合板)에 도포(塗布)되는 요소수지(要素樹脂)의 량(量)(320g/$m^2$)과 동일(同一)하고 압축응력(壓縮應力)은 균일(均一)하게 12kg/$cm^2$으로 하여 열압조건(熱壓條件)(온도(溫度), 시간(時間))의 영향(影響))을 아울러 규명(糾明)하였다. Urea-Formaldehyde와 Kraft lignin의 혼합비(混合比)는 중량비(重量比)(N.V.C)로 7:3으로 합성수지(合成樹脂)를 만들어 합판제조(合板製造)를 통(通)하여 구명(究明)를 결과(結果) 다음과 같은 결론(結論)을 얻었다. 1. 본(本) 실험(實驗)의 결과(結果) 요소수지(要素樹脂)의 약(約) 30%가 krfat lignin으로 대체(代替)할 수 있음을 보여준 바, Pulping 공정(工程)의 부산물(副産物)로 얻어진 폐액(廢液)은 합판제조시(合板製造時) 접착제(接着劑)의 대체원(代替源)으로 유효(有效)하다. 2. 경제적관점(經濟的觀點)에서 합판제조(合板製造)를 위한 최적열압조건(最適熱壓條件)은 $160^{\circ}C$에서 3분(分)으로 압착(壓搾)하는 것이 적절(適切)하였다.(상태(常態)): 16.49kg/$cm^2$, 내수(耐水) : 18.56kg/$cm^2$, 내온수(內溫水) : 12.53kg/$cm^2$). 3. 요소-리그닌 접착제(接着劑)로 제조(製造)된 합판(合板)의 전단인장강도(剪斷引長强度)는 양호(良好)한 접착력(接着力)을 나타냈으며, 내수접착력(耐水接着力)($30^{\circ}C$에서 3시간(時間) 심적후(沈積後) 시험(試驗)은 상태접착력(狀態接着力)과 별차이가 없거나 더 높은 인장강도력(引長强度力)을 보여준 바, 내수합판용(耐水合板用) 접착제(接着劑)로 상당한 전망(展望)을 나타냈다.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.11 no.2 s.54
• /
• pp.81-94
• /
• 2007

In most experimental researches on the liquefaction phenomenon, an earthquake as a random vibration has been regraded as a sinusoidal wave or a triangular wave with an equivalent amplitude. Together with the development in the part of signal control and data acquisition, dynamic experimental equipments in the soil dynamics have also developed rapidly and further more, several real earthquakes have been simulated in the large model test such as shaking table tests and centrifuge tests. In Korea, several elementary laboratory tests to simulate the real earthquake load were performed. From these test results, it was reported that the sinusoidal wave cannot reliably reflect the soil dynamic behavior under the real earthquake motion. In this study, 4 types of dynamic motions such as the sinusoidal wave, the triangular wave, the incremental triangular wave and several real earthquake motions which were classified with shock-type and vibration-type were loaded to find something new to explain the change of the excess pore water pressure under the real earthquake load. Through the detailed investigation and comparison on all test results, it is found that the dynamic flow is generated by the soil plastic deformation and the velocity head of dynamic flow is changed the pressure head in the un-drained condition. It can be concluded that the change of the excess pore water pressure is related to the pressure head of dynamic flow. Lastly, a new hypothesis to explain such a liquefaction initiation phenomenon under the real earthquake load is also proposed and verified.