• Title/Summary/Keyword: 점착강도

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A Numerical Study on the Progressive Brittle Failure of Rock Mass Due to Overstress (과지압으로 인한 암반의 점진적 취성파괴 과정의 수치해석적 연구)

  • Choi Young-Tae;Lee Dae-Hyuck;Lee Hee-Suk;Kim Jin-A;Lee Du-Hwa;You Kwang-Ho;Park Yeon-Jun
    • Tunnel and Underground Space
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    • v.16 no.3 s.62
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    • pp.259-276
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    • 2006
  • In rock mass subject to high in-situ stresses, the failure process of rock is dominated by the stress-induced fractures growing parallel to the excavation boundary. When the ratio of in situ stresses compared to rock strength is greater than a certain value, progressive brittle failure which is characterized by popping and spatting of rock debris occurs due to stress concentration. Traditional constitutive model like Mohr-Coulomb usually assume that the normal stress dependent frictional strength component and the cohesion strength component are constant, therefore modelling progressive brittle failure will be very difficult. In this study, a series of numerical analyses were conducted for surrounding rock mass near crude oil storage cavern using CW-FS model which was known to be efficient for modelling brittle failure and the results were compared with those of linear Mohr-Coulomb model. Further analyses were performed by varying plastic shear strain limits on cohesion and internal friction angle to find the proper values which yield the matching result with the observed failure in the oil storage caverns. The obtained results showed that CW-FS model could be a proper method to characterize essential behavior of progressive brittle failure in competent rock mass.

Preparation and Properties of Water-based Adhesive Using Gemini Type Nonionic Reactive Surfactants (제미니형 비이온 반응성 계면활성제를 이용한 수성접착제의 제조 및 특성)

  • Shin, Hye-Lin;Jeong, Noh-Hee
    • Applied Chemistry for Engineering
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    • v.30 no.5
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    • pp.597-605
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    • 2019
  • In order to improve the adhesion of water-based adhesive, gemini type nonionic reactive surfactants were synthesized and applied to water-based adhesives. The surfactants were synthesized by using maleic acid and polyoxyethylene cetyl ether having different length of ethylene oxide and confirmed by FT-IR and $^1H-NMR$. Their appearance was light yellow wax. The cloud point of the compound was more than $78^{\circ}C$. The measured critical micelle concentration (c.m.c) was $1.0{\times}10^{-4}{\sim}7.0{\times}10^{-4}mol/L$ and surface tension at c.m.c was 25.9~32.0 mN/m. As the number of ethylene oxide increased, the emulsifying power was improved. The foaming height of each compound by Ross-Miles method was 1.4~4.5 cm. The synthesized surfactants was then used as an emulsifier in emulsion polymerization of water-based adhesives and its physical properties were evaluated. The solid contents of prepared adhesives was 59%. The average particle size and initial tackiness of the prepared adhesives were 164~297 nm and ball no. of 20~32, respectively. The peel strength was $1.8{\sim}2.1kg_f/mm$. The retention rate of adhesives viscosity was evaluated to 99% during 30 days. Therefore, synthesized gemini type nonionic reactive surfactants are expected to be applied as an emulsifier for the high adhesive force.

Bio-mediated Flocculation by Extracellular Polymeric Substances in Cohesive Sediment Suspensions: Experimental Study (생체고분자물질이 부유사 응집에 미치는 영향 연구)

  • Baek, Seung-Ryong;Kim, Jae-In;O, Min-Ji;Lee, Byeong-Jun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.107-107
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    • 2015
  • 최근 기후변화로 인한 강우강도 증대, 산업화에 따른 토지개발 등으로 인하여 다량의 점착성 부유사(Cohesive Sediments)가 하천, 호소 등 수자원 환경으로 유입되고 있다. 점착성 부유사는 하천, 호소의 난류 조건에 따라 부유하거나 혹은 응집, 침전하여 하상 저니층을 형성한다. 부유사, 미생물 및 각종 유기입자가 포함된 하상 저니층은 검은색으로 외관상 보기 좋지 않을 뿐 아니라, 혐기성상태에서 부패하여 수생태계의 건강성을 해치게 된다. 또한 미세 부유사 및 미생물 입자는 각종 중금속, 유기오염물질을 흡착하고, 조건에 따라 재용출할 수 있는 저장매체로 작용하기 때문에 수자원환경에 미치는 영향이 아주 크다. 특히, 수중 미생물(조류) 작용에 의해 생성되는 EPS (Extracellular Polymeric Substances)는 부유사 및 미생물 입자들을 서로 엉겨 붙게 하여, 부유사-미생물 혼합 응집체 및 저니층 형성을 가속화하게 된다. 본 연구에서는 EPS가 부유사 응집에 미치는 영향을 파악하기 위하여, Xanthan Gum (Sigma-Aldrich, USA)을 EPS의 지표 물질로 사용하고, Kaolinite(Sigma-Aldrich, USA)를 수자원환경에 존재하는 대표적인 부유사로 사용하여 응집실험(Jar Test)을 수행하였다. 이온농도가 응집에 미치는 영향을 파악하기 위하여 수체 이온농도를 0.0001M NaCl, 0.001M NaCl, 0.01M NaCl, 그리고 0.001M NaCl + 0.1mg/L $Ca^{2+}$, 0.001M NaCl + 0.5mg/L $Ca^{2+}$, 0.001M NaCl + 1.0 mg/L $Ca^{2+}$으로 보정하여 응집실험을 수행하였다. 250 rpm 급속 교반 1븐, 50 rpm 완속교반 5시간, 침잔 1시간 후 응집체를 채취하여 응집체 이미지 분석을 통해 응집체 크기 및 형상을 측정하였고, 수표면 2 cm 지점에서 상등액을 채수하여 잔류 고형물 농도 분석을 실시하였다. 응집실험을 통하여 다음과 같은 결과를 도출하였다.. 낮은 이온농도의 경우, EPS가 큰 고분자 구조체에 부유 입자들이 엮어 응집되는 Sweeping Flocculation의 특징을 나타내었다. 하지만, 이온농도가 높아질수록 경우, EPS 고분자 구조체 내부 반발력이 감소하여 크기가 축소되고, 이에 따라 부유 입자 표면에 패치 형태로 흡착되었다. EPS가 패치형태로 입자에 흡착한 경우, 응집제 농도 증가에 따라 응집능 최적점이 형성되고, 이후 표면하전 역전이나 Steric Stabilization에 의해 응집능이 저감되는 형태를 나타낸다. 따라서,수중이온농도가 EPS의 사슬형 고분자 응집제의 크기, 형태(Morphology)를 결정하고, 더 나아가 응집능을 결정하는 중요한 인자로 나타났다. 따라서, 후속 연구를 통하여 생체고분자물질의 크기 및 형태 변화, 이에 따른 응집능변화를 면밀히 연구하고자 한다.

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Effect of high amylose corn starch/dextrin on quality of non-fried instant noodles (고아밀로스 옥수수전분/덱스트린의 첨가가 건면의 품질에 미치는 영향)

  • You, Jae Geun;Lee, Ju Hun;Park, Eun Young
    • Korean Journal of Food Science and Technology
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    • v.52 no.6
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    • pp.655-660
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    • 2020
  • High amylose corn starch and dextrin (acid-treated at 30, 40 and 50℃ denominated as Dextrin30, Dextrin40 and Dextrin50) were added to non-fried instant noodles. X-ray diffraction pattern, water absorption, cooking loss, microstructure, and textural properties of non-fried instant noodles were investigated. The addition of high amylose corn starch/dextrin induced a slight peak intensity at 20o in the X-ray pattern indicating the insignificant formation of amylose-lipid complex. Non-fried instant noodles including high amylose corn starch/dextrin showed lower water absorption than the control. Dense microstructure in transverse section of noodles was observed in non-fried instant noodles including high amylose corn starch/dextrin except Dextrin50. Also, the addition of high amylose corn starch/dextrin induced low tensile strength, high firmness, and high stickiness. However, non-fried instant noodles containing Dextrin50 showed a loose microstructure and high cooking loss (3.98%), which might be associated with the textural properties such as the lowest tensile strength (0.17 N), lowest increase in firmness (46.77 N) and highest stickiness (18.43 N).

Optimization of finely ground meat ball analogue formulations using proteins and polysaccharides from plant origin (세절형 식물성 미트볼의 저작 특성 모방을 위한 식물성 단백질과 다당류 소재의 배합비 최적화)

  • Lee, Jong-Yeop;Lee, Eun-Jung;Hong, Geun-Pyo
    • Korean Journal of Food Science and Technology
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    • v.54 no.4
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    • pp.431-436
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    • 2022
  • This study optimized the finely ground meat ball analogue formulation by a series of experiments. Replacing isolated soy protein (ISP) to isolated mung bean protein (IMP) in total 27% protein caused an increase in hardness while adhesiveness, springiness, and chewiness were decreased (p<0.05), and the best ISP to IMP ratio was 10:17. When protein content was changed from 19% (w/w) to 31% (w/w) with the best ISP:IMP ratio, adhesiveness was increased with decreasing protein content, but all texture profiles were greatly decreased comparing to control (p<0.05). To modify texture of plant meat ball, potato starch (PS), κ-carrageenan (KC), methyl cellulose (MC), konjac (KJ), and potato protein (PP) were applied in formulation. Finally, KJ and MC were combined with and without PP in formulation. As a result, 0.5% KJ+MC+PP and 1% KJ+MC were best formulation for plant meat ball, nevertheless, highly harder texture than control must be regulated which warranted further exploration.

The Design and Numerical Analysis Method of Inclined Self-Supported Wall Using Cement Treated Soil (시멘트혼합처리토를 활용한 경사 자립식 흙막이벽의 설계법과 해석법에 관한 연구)

  • Kang-Han Hong;Byung-Il Kim;Young-Seon Kim;Jin-Hae Kim;Sang-Jae Han
    • Journal of the Korean Geosynthetics Society
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    • v.22 no.3
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    • pp.11-25
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    • 2023
  • In this study, the design and numerical analysis method of the inclined self-supported wall using cement treated soil were studied. In the case of the inclined self-supported wall, the active earth pressure decreased due to the decrease in the coefficient, Ka according to the slope (angle) and the weight decreasing effect, thereby increasing the overall stability. The wall with the slope caused a change in failure mode from overturning to sliding on the excavation side, and the optimal slope was evaluated to be about 10°. Compared to the strength reduction method, the overall stability in numerical analysis results in conservative results in limit equilibrium analysis, so it was found that this method should be attended when designing. As a result of the parameteric study, the stability on bearing capacity and compression failure did not significantly increase above the slope of 10° when the surcharge was small (about 20kPa or less). In the case of cohesion of the backfill, The results similar to numerical analysis were found to consider cohesion. It was evaluated that stability on sliding, oveturning, shear, and tension failure increases in proportion to the thickness of the wall, but there is no significant change in the stability on the bearing capacity and compressive failure regardless of the thickness of the wall above a certain angle (about 10°).

A Study on Estimating Shear Strength of Continuum Rock Slope (연속체 암반비탈면의 강도정수 산정 연구)

  • Kim, Hyung-Min;Lee, Su-gon;Lee, Byok-Kyu;Woo, Jae-Gyung;Hur, Ik;Lee, Jun-Ki
    • Journal of the Korean Geotechnical Society
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    • v.35 no.5
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    • pp.5-19
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    • 2019
  • Considering the natural phenomenon in which steep slopes ($65^{\circ}{\sim}85^{\circ}$) consisting of rock mass remain stable for decades, slopes steeper than 1:0.5 (the standard of slope angle for blast rock) may be applied in geotechnical conditions which are similar to those above at the design and initial construction stages. In the process of analysing the stability of a good to fair continuum rock slope that can be designed as a steep slope, a general method of estimating rock mass strength properties from design practice perspective was required. Practical and genealized engineering methods of determining the properties of a rock mass are important for a good continuum rock slope that can be designed as a steep slope. The Genealized Hoek-Brown (H-B) failure criterion and GSI (Geological Strength Index), which were revised and supplemented by Hoek et al. (2002), were assessed as rock mass characterization systems fully taking into account the effects of discontinuities, and were widely utilized as a method for calculating equivalent Mohr-Coulomb shear strength (balancing the areas) according to stress changes. The concept of calculating equivalent M-C shear strength according to the change of confining stress range was proposed, and on a slope, the equivalent shear strength changes sensitively with changes in the maximum confining stress (${{\sigma}^{\prime}}_{3max}$ or normal stress), making it difficult to use it in practical design. In this study, the method of estimating the strength properties (an iso-angle division method) that can be applied universally within the maximum confining stress range for a good to fair continuum rock mass slope is proposed by applying the H-B failure criterion. In order to assess the validity and applicability of the proposed method of estimating the shear strength (A), the rock slope, which is a study object, was selected as the type of rock (igneous, metamorphic, sedimentary) on the steep slope near the existing working design site. It is compared and analyzed with the equivalent M-C shear strength (balancing the areas) proposed by Hoek. The equivalent M-C shear strength of the balancing the areas method and iso-angle division method was estimated using the RocLab program (geotechnical properties calculation software based on the H-B failure criterion (2002)) by using the basic data of the laboratory rock triaxial compression test at the existing working design site and the face mapping of discontinuities on the rock slope of study area. The calculated equivalent M-C shear strength of the balancing the areas method was interlinked to show very large or small cohesion and internal friction angles (generally, greater than $45^{\circ}$). The equivalent M-C shear strength of the iso-angle division is in-between the equivalent M-C shear properties of the balancing the areas, and the internal friction angles show a range of $30^{\circ}$ to $42^{\circ}$. We compared and analyzed the shear strength (A) of the iso-angle division method at the study area with the shear strength (B) of the existing working design site with similar or the same grade RMR each other. The application of the proposed iso-angle division method was indirectly evaluated through the results of the stability analysis (limit equilibrium analysis and finite element analysis) applied with these the strength properties. The difference between A and B of the shear strength is about 10%. LEM results (in wet condition) showed that Fs (A) = 14.08~58.22 (average 32.9) and Fs (B) = 18.39~60.04 (average 32.2), which were similar in accordance with the same rock types. As a result of FEM, displacement (A) = 0.13~0.65 mm (average 0.27 mm) and displacement (B) = 0.14~1.07 mm (average 0.37 mm). Using the GSI and Hoek-Brown failure criterion, the significant result could be identified in the application evaluation. Therefore, the strength properties of rock mass estimated by the iso-angle division method could be applied with practical shear strength.

A Reliability Analysis of Slope Stability of Earth-Rockfill Dam (Earth-Rockfill Dam사면파괴에 대한 신뢰도 연구(I))

  • 박현종;이인모
    • Geotechnical Engineering
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    • v.7 no.3
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    • pp.21-32
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    • 1991
  • The purpose of this paper is to develop a reliability model for slope stability of Earth-rockfill dams which accounts for all uncertainties encountered. The uncertain factors of the design variables include the cohesion, the angle of internal friction, and the porewater Pressure in each zone. More specifically, the model errors in estimating those variables are studied in depth. To reduce the uncertainties due to model errors, updated design variables are obtained using Bayesian Theory. For stability analysis, both the two-dimesional stability analysis and the three-dimensional stability analysis where the end effects and the system reliability concept are considered are used for the reliability calculations. The deterministic safety factor by the three-dimensional analysis is lager than that by the two-dimensional anlysis. However, the probability of failure by the three-dimensional analysis is about 3.5 times larger that by the two-dimensional analysis. It is because the system reliability concept is used in the three-dimensional analysis. The sensitivity analysis shows that the probability of failure is more sensitive to the uncertainty of the cohesion than that of the angle of internal friction.

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Reliability Analysis of the Gravity Retaing Wall (중력식(重力式) 옹벽(擁壁)의 신뢰도(信賴度)에 관한 연구(研究))

  • Paik, Young Shik;Lee, Yong Il
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.3 no.2
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    • pp.127-135
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    • 1983
  • A new approach is developed to analyze the reliability of the earth retaining wall using the concept of probability of failure, instead of conventional factor of safety. Many uncertainties, which are included in the conventional stability analysis, can be excluded by using the stochastic approach. And the reliability, more consistent with the reality, can be obtained by the simulation. The strength parameters of soil properties are assumed to be random variables to follow a generalized beta distribution. The interval [A, B] of the random variables could be determined using the maximum likelihood estimation. The pseudo-random values corresponding to the proposed beta distribution are generated using the rejection method. The probability of failure defined as follows, is obtained by using the Monte Carlo Method. $$P_f=\frac{M}{N}$$ where, $P_f$ : Probability of failure N : Total number of trials M : Total number of failure out of N A computer program is developed for the computation procedure mentioned above. Finally, a numerical example is solved using the developed program.

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Vane Shear Test on Nakdong River Sand (베인 전단시험기를 이용한 낙동강모래의 마찰각에 관한 연구)

  • Park, Sung-Sik;Zhou, An;Kim, Dong-Rak
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.3
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    • pp.463-470
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    • 2016
  • A vane shear test (VST) is a simple testing method for determining an undrained shear strength of cohesive soils by minimizing soil disturbance. In this study, the VST was used to determine a shear strength of sand. Dry Nakdong River sand was prepared for loose and dense conditions in a cell and then pressurized with 25, 50, 75 or 100 kPa from the surface of sand. A vane (5 cm in diameter and 10 cm in height) was rotated and a torque was measured within sand. When a torque moment by vane and friction resistance moment by sand is assumed to be equalized, a friction angle can be obtained. When a vane rotates within clay, a uniform undrained shear strength is assumed to be acting on cylindrical failure surface. On the other hand, when it is applied for sand, the failure shape can be assumed to be an octagonal or square column. The relationship between measured torque and resistant force along assumed failure shapes due to friction of sand was derived and the internal friction angle of sand was determined for loose and dense conditions. For the same soil condition, a series of direct shear test was carried out and compared with VST result. The friction angle from VST was between 24-42 degrees for loose sand and 33-53 degrees for dense sand. This is similar to those of direct shear tests.