• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.391-398
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• 2000

The index properties of cohesive soils play an important role to examine entire tendency of soil properties. Especially, the Atterberg limits have a good correlation with compression and shear strength of cohesive soils. However, these values strongly depend on their testing methods. In this study, for Pusan clays the Atterberg limits were peformed under different conditions; for example, four kinds of specimen preparation, two kinds of testing equipment, and four kinds of estimating method. And a laboratory vane test was peformed to compare the undrained shear strength with that of the fall cone test. As experimental results, the value of liquid limit performed for oven-dried sample, followed in ASTM D4318, underestimated by about 10% compared to those of another three methods, irrespective to the used equipments. But the value of plastic limit was not influenced by sample preparation methods and equipments. The liquid limits by one-point methods(Leroueil et al., 1996; Nagaraj et al., 1981) were agreed well with those of different methods. Finally, the undrained shear strength by laboratory vane test was relatively larger than that of fall cone test, and the relationship between both showed a bad trend.

• 한국지반공학회논문집
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• 제23권2호
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• pp.29-34
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• 2007

본 연구에서는 카올린광물과 벤토나이트로 혼합물에 대한 열처리의 영향을 조사하였다. $100^{\circ}C$에서 $500^{\circ}C$까지 $100^{\circ}C$씩 온도를 증가시켜 인공적으로 생성한 혼합점토시료에 대하여, 열처리에 따른 건설재료의 강도특성을 분석코자 액성한계와 소성한계의 변화를 조사하였다. 실험 결과, 액성한계는 $100^{\circ}C$에서 $300^{\circ}C$ 사이에서는 약간 감소하는 경향을 나타내었으며, $300^{\circ}C$ 이후에는 액성한계가 급격히 감소하였다. 반면, 소성한계는 열처리의 영향이 크지 않았으며, $500^{\circ}C$로 처리한 혼합점토시료 모두에서 비소성(N.P.)을 나타내었다. 열처리에 따른 NaCl 함유량은 열처리 온도가 증가함에 따라 감소하는 것으로 나타났으며, 수소이온농도(pH) 역시 열처리의 크게 영향을 받는 것으로 나타났다. 양이온교환능력(C.E.C.) 또한, 열처리 온도에 따라 감소하는 경향을 보여 열처리에 따라 혼합점토의 액 소성한계가 영향을 크게 받는 것으로 나타났다.

• Geomechanics and Engineering
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• 제8권1호
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• pp.67-79
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• 2015

This article presents the result of laboratory study conducted on expansive soil specimens treated with lignin, rice husk powder (RHP) and rice husk ash (RHA). The amount of lignin produced from paper industry and RHP were varied from 0 to 20% and RHA from 0 to 10% by weight. The treated specimens were subjected to unconfined compressive strength (UCS),swelling test and Atterberg limit tests. The effect of additives on UCS and atterberg limit test results were reported. It was observed that the additives and curing duration had a significant effect on the strength value of treated specimens. Generally (except the sample treated with 20% RHP for 3-day) with increasing additive and curing duration the UCS value increases. A RHP content of 15% was found to be the optimum with regard to 3-day cure UCS.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1141-1146
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• 2009

The compressibility of clay has been expressed e-log p' graph. In natural clay, e-log p' graph are changed by deposition condition and chemical cementation as well as Atterberg limits, whereas in reconstituted clay, it is generally known that e-log p’ curve is varied with Atterberg limits. However, e-log p' graph is possible to change according to the reconstituting methods and test conditions. In this study, consolidation tests are performed as various test condition for reconstituted Busan clay. Test results show that the relationship e/$e_L$ and log p' is almost constant with $e_L$. And the compression index obtained from slurry method sample is larger than one obtained from kneading method sample. Intrinsic compression line (ICL) of Busan clay is identical with ICL suggested by Burland.

• Advances in materials Research
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• 제13권1호
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• pp.19-35
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• 2024

Presented Article evaluates the effect of nanoclay on permeability, compressive strength, and plasticity behavior of fine-grained soil related to the Tabriz landfill site. In this regard, comprehensive experimental study was performed on taken soil samples (42 specimens) with aim of design high-performance liners for Tabriz landfill. The samples was mixed by 0% (control) 3%, 6% and 9% nanoclay and prepared in 1, 7, 14 and 28 days before testing stage. Index tests like particle-size, permeability, atterberg limits, and uniaxial compressive strength (UCS) was conducted on samples. The results show that studied soil is classified as CL in USCS classification and atterberg limits measured as LL is 37, PL is 20.67, and PI is 16.33 which increase into 75, 45, and 30. The assessment presented the LL was increased about 20.27% based on increasing in nanoclay from 0% to 9%. These variations for PL and PI were 21.77% and 18.37%, respectively. Also, the and soil's compressive strength is increase from 120 kPa to 188 kPa and permeability is estimated as 4.25×10^-6 m/s which reduced into the 6.34×10^-9 m/s with respect the naboclay content increases form 0% to 9%.

• 한국관개배수논문집
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• 제5권1호
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• pp.75-82
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• 1998

A multivariate regression analysis for compression index and com- pressibility ratio of clayey soils in regard to some soil indices, i.e natural water content, Atterberg limits, and in-situ void ratio, was presented to estimate the primary consolidation s

• 한국결정성장학회지
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• 제17권5호
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• pp.223-230
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• 2007

화력발전소에서 발생하는 석탄 바닥재를 효과적으로 재활용하기 위해 여러 가지 폐기물을 함유한 점토소지와 바닥재를 첨가한 점토소지의 가소성 지수를 Atterberg 한계를 이용하여 측정하였다. 그리고 압출 성형을 통하여 가소성 지수가 실제 성형공정에 적용 가능한지를 확인하였다. 수분, 바닥재 함유량, 그리고 석분과 하수오니의 첨가 조성을 달리해 성형이 가능한 조성을 찾았으며, 골재를 만들어 가소성에 따라 성형체의 물성이 어떻게 바뀌는지 조사하였다. 가소성 지수로 압출성형이 가능한 조성을 찾을 수 있으며, 실제로도 압출 성형이 가능한 것을 확인할 수 있었다. 그리고 가소성과 골재 성형체의 물성을 관찰한 결과 첨가 폐기물의 종류에 따라 차이는 있었지만 일반적으로 가소성 지수가 낮아지면, 소지의 비중은 낮아졌으며, 흡수율은 증가하는 경향이 있음을 알 수 있었다.

• 한국지반환경공학회 논문집
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• 제14권5호
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• pp.49-56
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• 2013

천연자원을 개발하기 위한 심해저 탐사의 필요성이 증가하고 있다. 동해 울릉분지에서 수행된 가스 하이드레이트 심부 시추 사업(UBGH2)에서 획득된 시료로 지반공학적 기본특성 및 강도특성을 분석하였다. 아터버그 한계, 비표면적, 입도분포 등 기본 토질 실험을 실시하고 선행연구와 비교하였다. 광물학적 특성, 화학 조성, 미세구조 관찰을 위하여 XRD, SEM 그리고 EDS를 실시하였다. 또한 벤더 엘리먼트를 설치한 삼축압축셀을 이용하여 삼축압축실험을 수행하면서 강도정수와 전단파 거동을 분석하였다.

• Geomechanics and Engineering
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• 제17권5호
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• pp.453-464
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• 2019

Soft marine soil has high fine-grained soil content and in-situ water content. Thus, it has low shear strength and bearing capacity and is susceptible to a large settlement, which leads to difficulties with coastal infrastructure construction. Therefore, strength improvement and settlement control are essential considerations for construction on soft marine soil deposits. Biopolymers show their potential for improving soil stability, which can reduce the environmental drawbacks of conventional soil treatment. This study used two biopolymers, an anionic xanthan gum biopolymer and a cationic ${\varepsilon}-polylysine$ biopolymer, as representatives to enhance the geotechnical engineering properties of soft marine soil. Effects of the biopolymers on marine soil were analyzed through a series of experiments considering the Atterberg limits, shear strength at a constant water content, compressive strength in a dry condition, laboratory consolidation, and sedimentation. Xanthan gum treatment affects the Atterberg limits, shear strength, and compressive strength by interparticle bonding and the formation of a viscous hydrogel. However, xanthan gum delays the consolidation procedure and increases the compressibility of soils. While ${\varepsilon}-polylysine$ treatment does not affect compressive strength, it shows potential for coagulating soil particles in a suspension state. ${\varepsilon}-Polylysine$ forms bridges between soil particles, showing an increase in settling velocity and final sediment density. The results of this study show various potential applications of biopolymers. Xanthan gum biopolymer was identified as a soil strengthening material, while ${\varepsilon}-polylysine$ biopolymer can be applied as a soil-coagulating material.

• 한국토양비료학회지
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• 제8권1호
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• pp.19-23
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• 1975

답토양(畓土壤)에 유기물(有機物)을 연용(連用)함으로써 토양(土壤)의 이화학적성질(理化學的性質)에 미치는 영향(影響)을 구명(究明)하기 위(爲)하여 20년간(年間) 퇴비(堆肥)를 시용(施用)한 조립질토양(粗粒質土壤)의 시료(試料)를 채취(採取) 분석(分析)한 결과(結果)는 다음과 같다. 1. 립경조성(粒徑組成)은 퇴비연용구(堆肥連用區)와 무퇴비구간(無堆肥區間)에 차이(差異)가 없었으나 수리전도도(水理傳導度), 수중침정용적(水中沈定容積)은 퇴비연용구(堆肥連用區)에서 높았다. 2. 가비중(假比重), 토양경도(土壤硬度)는 퇴비연용구(堆肥連用區)에서 낮았으며 공극률(孔隙率)은 높았다. 3. Atterberg 상수(常數)(액성한계(液性限界), 소성한계(塑性限界) 및 소성지수(塑性指數))가 퇴비연용구(堆肥連用區)에서 높았다. 4. 립국분포(粒國分布)는 퇴비연용구(堆肥連用區)에서 뚜렷하게 증가(增加)되지 않았다. 5. pH, 유기물함량(有機物含量), 염기치환용량(鹽基置換用量), 치환성염류(置換性鹽類) 등(等)은 퇴비연용구(堆肥連用區)에서 근소(槿少)하게 높았다.