• Title/Summary/Keyword: compressive strength.

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Characteristics of Mine Liner According to the Replacement Ratio of Nano-Silica and Silica-Fume (나노실리카 및 실리카흄 대체율에 따른 차수재의 특성)

  • Kang, Suk-Pyo;Lee, Hee-Ra;Kang, Hye-Ju;Nam, Seong-Young;Kim, Chun-Sik
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.1
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    • pp.66-73
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    • 2019
  • Approximately 80% of the mines are vacated or abandoned mines and are mostly left without suitable environmental treatment facilities. In the area around the abandoned mine site, problems such as drainage of acidic city drainage and leakage of leachate occur, and ground subsidence caused by this can cause a safety accident due to sink hole occurrence. In this study, flow, compressive strength, water uptake, pore and hydration characteristics were investigated to investigate the basic properties of liner and cover material based on the replacement ratio of nano silica and silica fume in the existing blast - furnace slag fine powder. As a result, as the substitution ratio of nano silica and silica fume increased, the flow and compressive strength of nano silica specimens increased and the absorption rate decreased. In the case of pore characteristics, the amount of pores decreased as the substitution ratio of nano silica and silica fume increased. Especially, the capillary porosity of 10-1,000 nm diameter decreased. Ray diffraction analysis and SEM measurement showed that the peak positions of the hydration products were almost the same when compared with the 5% alternative test samples of Plain and silica fume.

Study on the Evaluation Criteria of Termite Dust for Rapid Control of Wooden Structures Damaged by Termites (흰개미 가해 목조건축물의 급속 방제를 위한 분말형 약제(Termite Dust) 평가 기준 연구)

  • Im, Ik Gyun;Chung, Yong Jae
    • Journal of Conservation Science
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    • v.35 no.3
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    • pp.227-235
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    • 2019
  • In Korea, various methods are applied to prevent wooden structures from being damaged by termites. However, since there is no way to quickly bring toxic substances in contact with the termites inside the timber, it leads to the damage of wooden cultural property due to the prolonged period of controlling the termites. Accordingly, an indoor evaluation criteria study was conducted for the introduction of powder-type termiticides in Korea, which produced rapid control effects by drilling wood and directly contacting and transferring toxic substances inside the timber. First, contact toxicity and transfer ability of termite dusts were evaluated to establish the criteria for evaluation of effectiveness against Reticulitermes speratus. The contact toxicity confirmed 100% mortality of fipronil, deltamethrin and cyfluthrin termite dusts within 24 h of contact; however, differences occurred in the active ingredient transfer time to the sublethal. In addition, in the case of transfer ability evaluation, the rate of mortality gradually decreased under 1:9 and 1:25 ratio conditions; however, the difference in the reduction rate was identified depending on the type of termite dust. the results of the evaluation of compressive strength of the wood showed that the difference in the measured values between the control group and the conditions of perforation 1 to 3 times, which does not significantly affect the compressive strength of wood. In this study, the criteria of termite dust selection and evaluation method of dust-type termiticides were presented and the applicability of the method was identified.

Effect of Vibration on Characteristics of Lightweight Air-Trapped Soil (진동이 경량기포토의 특성에 미치는 영향)

  • Lee, Young-Jun;Kim, Sung Won;Park, Lee Keun;Kim, Tae-Hyung
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.4
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    • pp.5-15
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    • 2011
  • This study is conducted to find out the effect of vibration on cure and compressive strength of lightweight Air Trapped Soil(ATS). If ATS is used next to a structure existed, the effect of vibration problems may be occurred, because there exist many sources of vibration such as pile driving, blasting and use of construction machinery. For example, if a road is expanded to reduce traffic congestion, it is expected that ATS's quality may be decreased due to vibration generated by cars moving on the road. Especially, because ATS has many air bubbles and needs a time for curing, the effect of vibration is more serious than we expected. So far, the effect of vibration on concrete has been conducted, but the study of ATS has not been conducted in detail. Therefore, for evaluating the effect of vibration on ATS during cure proceeds, unconfined compression tests are conducted on the samples prepared with different variables including vibration velocity, time when vibrated and mixing ratio. The results clearly show the effect of vibration on the characteristics of ATS.

Evaluation of Engineering Characteristics and Utilization of Nonmetal Mining Waste Powder as Geo-Materials (비금속 광산 폐분의 공학적 특성 및 활용 가능성 분석)

  • Cho, Jinwoo;Lee, Yongsoo
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.12
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    • pp.71-78
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    • 2011
  • This paper aims to present the evaluation of engineering characteristics and reusing possibility of waste powders produced in dolomite and limestone nonmetal mining by physical and mechanical experiments on compaction, uniaxial compressive strength, permeability, chemical composition, and so on. Granite soil, 2 types of limestone waste powder, and 1 type of dolomite waste powder were used for main materials, and cement and bentonite were used for admixed materials in this experiments. The findings based on the experimental results are the severe difference of chemical composition of the dolomite & limestone waste powder and the crushed rock waste powder, and the outstanding of engineering characteristics of the dolomite waste powder with high content of MgO compared with the limestone waste powder. The engineering properties on compaction, uniaxial compressive strength, and permeability are enhanced with increase of admixed ratio of waste powder on granite soil. From the experimental results, it can be suggested that the dolomite waste powder admixed with in-situ granite soil is useful as geo-materials with considering of distribution costs.

The Effect of Supercritical Carbonation on Quality Improvement of Recycled Fine Aggregate (초임계 탄산화 반응이 순환잔골재의 품질개선에 미치는 영향)

  • Heo, Seong-Uk;Kim, Ji-Hyun;Chung, Chul-Woo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.1
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    • pp.33-40
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    • 2021
  • The objective of this work is to prove a possibility of void f illing through a carbonation f or the purpose of improving the quality of recycled aggregate. Carbonation can permanently immobilize CO2, which is a greenhouse gas, and thus provides additional benefit on environment. In this work, recycled fine aggregate was reacted using gaseous CO2 and supercritical CO2(scCO2) in a closed chamber, and the changes in physical properties of the recycled f ine aggregate bef ore and af ter carbonation were analyzed using the apparent density, skeletal density, pH, and FE-SEM measurements. Thereafter, a mortar specimen was prepared and a compressive strength was measured. According to the experimental results, it was found that the increase in the apparent density and the true density was higher by the reaction with scCO2, which was conducted at high temperature and high pressure compared to the reaction with gaseous CO2. In addition, the pH of the eluted water was found to have a larger initial decrease than that observed with samples from reaction by gaseous CO2. The shape and amount of calcium carbonate crystals were also found to be larger than that from gaseous CO2. The increase in compressive strength was the largest when using recycled fine aggregate reacted with scCO2. It was clear that quality improvement of recycled fine aggregate was higher with scCO2 than with gaseous CO2.

Water Repellent Characteristics According to the Surface Properties of Cement Mortar Mixed with Water-soluble Water Wepellent (표면 성상에 따른 수용성 발수제 혼입 시멘트 모르타르의 발수특성)

  • Kang, Suk-Pyo;Kang, Hye-Ju;Hong, Seong-Uk;Yang, Seung-Hyeon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.6
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    • pp.42-49
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    • 2020
  • This paper is a basic study to improve durability by imparting hydrophobicity to the surface and sphere of cement-based materials. A cement mortar to which a silane/siloxane-based mixed water repellent was added was prepared, and its initial hydration performance, flow performance, and compressive strength were measured. In addition, after the surface was abraded, the water contact angle and water absorption were measured. The flow of cement mortar to which the water repellent was added was found to decrease up to 1.5% in the addition amount of the water repellent agent, and increased at 3.0% in the addition amount. It was found that the setting time of the cement paste was delayed in both the initial setting and the termination when the water repellent was added. It was found that the compressive strength decreased from 3.0% of the maximum added amount of the water repellent to a maximum of 30%. The contact angle was found to increase when the water repellent was added to the cement mortar, and the contact angle after surface polishing was found to be larger than before surface polishing. The addition of the water repellent showed hydrophobicity not only on the surface but also on the surface and cross section damaged by polishing. The water absorption rate was found to decrease when the water repellent was added to the cement mortar, and the water absorption rate after surface polishing was found to be greater than before surface polishing.

Effect of Concrete Containing the Biochar on Properties and Thermal Insulation Performance (바이오차를 혼입한 콘크리트의 물성 특성과 단열성능에 미치는 영향)

  • Kyoung-Chul, Kim;Kyung-Taek, Koh;Min-Su, Son;Gum-Sung, Ryu;Jae-Yoon, Kang
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.4
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    • pp.428-434
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    • 2022
  • This study intends to develop an eco-friendly concrete panel mixed with biochars. Experiments about mechanical and thermal properties were conducted on porous biochar concrete, which has insulation and carbon-capture performance. The concrete has a mixing ratio of 0, 5, 10, and 15 % for biochar and a water-binder ratio of 0.35. The unit weight, porosity, and permeability were measured to evaluate the mechanical characteristics. From the results, as the biochar mixing rate increased, the porosity and the permeability increased, but the unit weight decreased. Even though a decreased trend was observed in the compressive strength results, they satisfied the design standard. Since the thermal conductivity was decreased during the increase of contents, biochar could be considered an excellent material for insulation performance. In addition, regression analyses were conducted regarding the relationship of unit weight with porosity, compressive strength with thermal conductivity, and porous with thermal conductivity. From the regression, significant variables for expanding the scope of the application of biochar were presented.

Evaluation of Chloride Ion Penetration Resistance of High Calcium Silicate Cement Concrete (High Sulfated Calcium Silicate 시멘트 콘크리트의 염소이온침투저항성 평가)

  • Jeong, Seok-Man;Yang, Wan-hee;Kim, Hyeon-Soo;Lee, Gun-Cheol
    • Journal of the Korea Institute of Building Construction
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    • v.22 no.1
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    • pp.35-43
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    • 2022
  • The aim of this work was to a comparative review the performance of high calcium silicate cement (HSCSC) and that of ordinary Portland cement(OPC) and blast furnace slag cement(S/C). The result of the compressive test confirmed that the compressive strength development rate of high calcium silicate cement concrete at the age of 3 days was 73.6% that of ordinary Portland cement concrete. However, at the age of 28 days, the strength development rate of high calcium silicate cement increased to about 107.0% compared to ordinary Portland cement. In addition, the test of the chloride ion penetration resistance of concrete showed that at the age of 28 days, the passed charge decreased by 73.4% and 93.0%, respectively, in blast furnace slag cement and high calcium silicate cement compared to ordinary Portland cement, and at the age of 56 days, it decreased by 79.1% and 98.3%, exhibiting excellent resistance to chloride ion penetration. In particular, it was confirmed that the rate of decrease in the passed charge with age was higher in high calcium silicate cement than in ordinary Portland cement and blast furnace slag cement.

Physicochemical properties of a calcium aluminate cement containing nanoparticles of zinc oxide

  • Amanda Freitas da Rosa;Thuany Schmitz Amaral;Maria Eduarda Paz Dotto;Taynara Santos Goulart;Hebert Luis Rossetto;Eduardo Antunes Bortoluzzi;Cleonice da Silveira Teixeira;Lucas da Fonseca Roberti Garcia
    • Restorative Dentistry and Endodontics
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    • v.48 no.1
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    • pp.3.1-3.14
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    • 2023
  • Objectives: This study evaluated the effect of different nanoparticulated zinc oxide (nano-ZnO) and conventional-ZnO ratios on the physicochemical properties of calcium aluminate cement (CAC). Materials and Methods: The conventional-ZnO and nano-ZnO were added to the cement powder in the following proportions: G1 (20% conventional-ZnO), G2 (15% conventional-ZnO + 5% nano-ZnO), G3 (12% conventional-ZnO + 3% nano-ZnO) and G4 (10% conventional-ZnO + 5% nano-ZnO). The radiopacity (Rad), setting time (Set), dimensional change (Dc), solubility (Sol), compressive strength (Cst), and pH were evaluated. The nano-ZnO and CAC containing conventional-ZnO were also assessed using scanning electron microscopy, transmission electron microscopy, and energy-dispersive X-ray spectroscopy. Radiopacity data were analyzed by the 1-way analysis of variance (ANOVA) and Bonferroni tests (p < 0.05). The data of the other properties were analyzed by the ANOVA, Tukey, and Fisher tests (p < 0.05). Results: The nano-ZnO and CAC containing conventional-ZnO powders presented particles with few impurities and nanometric and micrometric sizes, respectively. G1 had the highest Rad mean value (p < 0.05). When compared to G1, groups containing nano-ZnO had a significant reduction in the Set (p < 0.05) and lower values of Dc at 24 hours (p < 0.05). The Cst was higher for G4, with a significant difference for the other groups (p < 0.05). The Sol did not present significant differences among groups (p > 0.05). Conclusions: The addition of nano-ZnO to CAC improved its dimensional change, setting time, and compressive strength, which may be promising for the clinical performance of this cement.

Hydration properties of OPC with Synthesized Calcium Alumino Ferrite(CAF) (합성 Calcium Alumino Ferrite(CAF) 치환량에 따른 시멘트 수화 특성)

  • Woong-Geol Lee;Myong-Shin Song
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.1
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    • pp.9-15
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    • 2023
  • The cement is a typical CO2 emission industry. Manufacturing process improvements and increased use of alternative materials are needed to reduce energy consumption and CO2 emissions. This study confirmed the basic characteristics of cement hydration by sintering CAF at low temperature as a CO2 adsorbent material. For the hydration product of the synthetic CAF, crystal phase analysis, porosity, and structural images were confirmed, and the compressive strength was measured. The replacement rate of SCAF was 10, 20, and 100 %, and the compressive strength tended to decrease as the replacement rate increased. In addition, when the SCAF substitution rate is 100 %, the hydration products of the early age are calcium aluminum oxide hydrate (Ca3Al2O6 x H2O) and calcium iron hydroxide (Ca3Fe(OH)12), and at substitution rates of 10 and 20 %, CAF compounds other than general cement hydrates brownmillerite was observed. As for the porosity, the pore size increased and the porosity increased with the increase of the replacement ratio. As a result of this study, CAF manufactured by low-temperature sintering seems to be difficult to use alone and general curing for utilization as a CO2 adsorbing material.