• 한국지반공학회논문집
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• 제15권6호
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• pp.201-217
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• 1999

성토지반의 지지력을 향상시키기 위하여 지반개량이나 다짐과 같은 일반적인 방법들이 많이 이용되고 있다. 하치만, 최근에는 내구성이 크고 강한 합성수지와 같은 재료들이 개발되어 실용화됨으로서, 보강토 공법이 널리 적용되고 있는 실정이다. 본 연구에서는, 매트로 보강된 모래지반상의 대상기초에 대한 모형실험을 평면변형률 상태에서 실시하여, 지지력의 증대효과와 지반의 거동을 관찰하였다. 그리고 지지력의 산정식을 개발하여 실험결과와 비교 검토 하였다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2000년도 추계학술대회
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• pp.241-245
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• 2000

In this paper, the results of the direct shear interface friction test is introduced to understand interface friction between geosynthetic materials that are required for analyzing slope stability of the liner system of waste landfills. Tensile stresses that occur in a liner system due to differential settlement with waste load are estimated using FLAC. It was shown that HDPE/geocomposite inteface friction angle is 11.9$^{\circ}$, HDPE/wastes is 12.0$^{\circ}$ and geotextile/wastes is 28.0$^{\circ}$. Tensile stress due to settlement in a foundation of landfill is well within the limits of tensile strength regulated by waste treatment law.

• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 2003년도 가을 학술발표회 논문집
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• pp.305-306
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• 2003

In the case of the geosynthetics usage to soil structure, there are some damages by compaction. And these damages by the installation compaction result in the unexpected changes of short and long term properties of the structure. So in the case of index test, there are some problems to the exact evaluation on the installation damage. Therefore, to the more definite evaluation on the installation damage of geosynthetics, the real site installation damage test is encouraged. (omitted)

• 토지주택연구
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• 제2권1호
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• pp.79-85
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• 2011

지반의 지지력은 안정화, 다짐공법등 고전적인 지반개량공법에 의한 증대된다. 최근, 지지력을 향상시키기 위한 내구성이 있고 강성이 큰 토목섬유의 유용성때문에 지오텍스타일의 사용은 보편화되고 있다. 본 논문에서는 모래지반에 보강재를 수평으로 등간격 배치하여, 평면 변형률 상태의 실내모형실험을 실시하고 지지력의 개량효과와 거동을 분석하였다.

• 한국지반신소재학회논문집
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• 제7권2호
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• pp.49-52
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• 2008

현재 사용되고 있는 폐기물 매립지의 최종복토 차단층으로는 다짐점토층(Compacted Clay Liner; CCL)을 일반적으로 오랫동안 사용하고 있으나 압축성이 높은 폐기물 위에서는 시공이 어려우며, 고농도 유기물에 의한 붕괴를 유발하여 선진국 등에서 널리 사용되고 있는 부직포 등 토목합성물질 사이에 차수성이 뛰어난 벤토나이트를 삽입한 토목합성수지점토라이너(Geosynthetic Clay Liner; GCL)를 대체재로 많이 사용하고 있다. GCL은 설치 전, 후로 뚫림이 있을 수 있는 단점이 있어 CCL은 여전히 우리나라에서 널리 사용되고 있다. 하지만 CCL은 앞서 언급한 문제보다 국내의 기후 및 지형적인 여건으로 점토의 부족문제가 더 크게 작용하고 있어 그 대체물질의 개발이 시급히 요구되고 있다. 그 대체물질로 최근 슬러지가 주목을 받고 있는데 대부분의 슬러지는 매립지에 처분되거나 해양투기를 하고 있지만 2012년부터 런던협약에 따라 전면적으로 금지될 전망이기 때문에 슬러지의 친환경적인 처리 처분이 긴급히 요구되고 있는 실정이다. 이 문제를 해결하기 위한 혁신적인 방법의 하나로 열가수분해에 의한 처리기술을 들 수 있다. 본 연구에서는 부족한 양질의 점토를 대체하기 위해 하수슬러지를 열가수분해 처리하고 나온 부산물을 이용하여 첨가제를 혼합하여 최적배합비로 혼합한 다짐혼합재(Compacted Mixing Materials; CMM)를 차수능이 높은 GCL과 비교하여 CMM의 최종복토 차단층재로의 이용가능성을 평가하였다

• Geomechanics and Engineering
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• 제10권6호
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• pp.757-774
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• 2016

Soils are usually weak in tension therefore different materials such as geosynthetics are used to address this inadequacy. Worldwide annual consumption of geosynthetics is close to $1000million\;m^2$, and the value of these materials is probably close to US$1500 million. Since the total cost of the construction is at least four or five times the cost of the geosynthetic itself, the impact of these materials on civil engineering construction is very large indeed. Nevertheless, there are several significant problems associated with geosynthetics, such as creep, low modulus of elasticity, and susceptibility to aggressive environment. Carbon fiber reinforced polymer (CFRP) was introduced over two decades ago in the field of structural engineering that can also be used in geotechnical engineering. CFRP has all the benefits associated with geosynthetics and it boasts higher strength, higher modulus, no significant creep and reliability in aggressive environments. In this paper, the performance of a CFRP reinforced retaining wall is investigated using the finite element method. Since the characterization of behavior of soils and interfaces are vital for reliable prediction from the numerical model, soil and interface properties are obtained from comprehensive laboratory tests. Based on the laboratory results for CFRP, backfill soil, and interface data, the finite element model is used to study the behavior of a CFRP reinforced wall. The finite element model was verified based on the results of filed measurements for a reference wall. Then the reference wall simulated by CFRP reinforcements and the results. The results of this investigations showed that the safety factor of CFRP reinforced wall is more and its deformations is less than those for a retaining wall reinforced with ordinary geosynthetics while their construction costs are in similar range.

• Environmental Engineering Research
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• 제25권2호
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• pp.163-170
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• 2020

Knowledge of organic micropollutant transfers in barrier seal materials from waste storage facilities is limited to volatile organic compounds and phenolic compounds at ambient temperature. This study focused on the sorption of chlorophenols (CPs) from various geotextiles from clay geosynthetics under the influence of temperature. Also to study the impact of the polarity or the amount of CPs adsorbed on geotextiles with the partition coefficient. The effect of various parameters such as contact time, effect of temperature, initial CPs concentration and adsorbent dosage has been carried out in this study. The result obtained is non-linear and the data was calculated for affinity with Freundlich isotherm model. An important observation is that the amount of CPs sorbed on geotextiles increases with a growing number of chlorine atoms, ie increases with the partition coefficient (log K_ow). During this study, a decrease in adsorbent properties was observed with the rise in temperature from 23℃ to 55℃. The partitioning coefficients for CPs examined range are from 2.4 (R² = 0.86) to 8.4 mL/g (R² = 0.90). Among the CPs studied, the highest adsorbed quantity was observed for pentachlorophenol with 0.052 g/g at 23℃, this quantity will decrease with the increase in temperature.

• Elastomers and Composites
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• 제34권3호
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• pp.247-252
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• 1999

보강 및 차수재인 지반용 고무재료를 열융착법에 의해 제조하였으며 환경공학분야에 적용을 위해 성능을 평가하였다. 이들 재료를 제조하는데 스펀본드 폴리에스테르 부직포, 유리섬유매트, 고강력 폴리에스테르사를 이용한 직포형 지오그리드를 기재로, SBS 함유 탄성 bitumen과 아스팔트를 보강재로 각각 사용하였다. 유리섬유 매트와 지오그리드를 기재로 사용한 지반용 재료의 경우 역학적성질이 우수하였으며, 부직포와 탄성 bitumen을 기재로한 경우에는 투수성이 우수하였다. 고무와 아스팔트를 혼합한 경우 연화점은 거의 변화가 없었으며, 고온에서의 치수안정성은 $120^{\circ}C$의 경우 두드러진 수축이 발생하지 않았다. 지반용 고무재료의 자외선에 대한 저항성은 가시적인 변화가 나타나지 않았다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1315-1323
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• 2010

This paper deals with a case study on a unique slope failure in a liner system of a municipal solid waste containment facility during construction because the sliding interface is not the geomembrane/compacted low permeability soil liner (LPSL) but a soil/soil interface within the LPSL. From the case study, it is concluded that compaction of the LPSL should ensure that each lift is kneaded into the lower lift so a weak interface is not created in the LPSL, and the LPSL moisture content should be controlled so it does not exceed the specified value, .e.g., 3% - 4% wet of optimum, because it can lead to a weak interface in the LPSL. In addition, drainage materials should be placed over the geomembrane from the slope toe to the top to reduce the shear stresses applied to the weakest interface, and equipment should not move laterally across the slope if it is unsupported but along the slope while placing the cover soil from bottom to top.

• Geomechanics and Engineering
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• 제19권6호
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• pp.473-484
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• 2019

In this paper, the geotechnical report of the Northern Fereshteh area in Tabriz is used and the characteristics of shallow foundation of a single pile and compared pile group and geogrid in terms of the settlement of a building foundation on clayey soil. Additionally, impacts of existing variables such as the number of geogrid layers, the length of the pile, and the depth of groundwater level affected by the dynamic load caused by the Taiwan Jiji earthquake via numerical analysis using PLAXIS software are examined. The results of fifty-four models indicated that the construction of a pile group with a diameter of 1 meter and a length of 14 meters significantly diminished the consolidation settlement of the soil in the Northern Fereshteh area, where the settlement value has been triggered by the load inflicted by earthquake. Moreover, the construction of four layers of geogrid at intervals of one meter led to a significant decrease in the settlement. Finally, after reaching a maximum depth, it had no reducing effects on the foundation settlement.