Rubber Content(橡胶含量)研究综述
Rubber Content 橡胶含量 - At each location, rubber content was significantly higher for the F100 and the two lowest SDI rates than for other treatments. [1] Available experimental data are scrutinized, and the results of the analyses are presented and discussed primarily in terms of effects of rubber content and aspect ratio (ratio of rubber to gravel median particle sizes) on compaction, permeability, strength and compression properties along with dynamic and cyclic deformation characteristics of SRMs. [2] In order to study the combined compression-shear mechanical properties of rubber concrete (RC), the compression-shear tests of RC under varying axial compression ratios and rubber content were carried out using compression-shear hydraulic servo machine. [3] A nonwoven fiber made of polylactide/natural rubber with a rubber content from 0 to 15 wt. [4] In the second part, shear strength characteristics of geosynthetic-reinforced RSM has been investigated by varying proportions of rubber content (50% and 75% rubber by volume), type of geosynthetic (geotextile, geogrid and geonets), number of geosynthetics (1–4) layers, geosynthetic arrangement and confining pressure. [5] The rubber content and particle size were found to have a significant effect on the material properties of rubberised mortar. [6] 3% rubber content. [7] To this end, granular rubber in both ground and granulated rubber sizes from zero to 50% rubber content in the mixtures was used. [8] Due to their size (sub-millimetric) and rubber content (elastomers), TRWP are considered microplastics (MPs). [9] The time of flight is measured in order to study the combined effect of applied stress and rubber content on the elastic properties of the mixtures. [10] Interestingly, the elongation at break of this blend increased with rubber content without deterioration of tensile strength. [11] In this study, mortar composites were prepared from Portland blast-furnace slag cement (type IS) and rubber granular waste from unusable tires of different commercial-brands with the purpose of evaluating the effects of the rubber particle size and rubber content on mechanical, chemical and morphological properties of the composites. [12] A unified model was proposed to describe the dynamic shear modulus and damping ratio of the rubber-sand mixtures with a wide range of rubber content. [13] This present study has been re-established to investigate failure mode and resistance characteristics of the PC/ABS blends and their ABS constituents under impact for a range of rubber contents. [14] The oxide reduction followed the path Co 3 O 4 > CoO > Co as the rubber content increased, in agreement with the thermodynamic prediction. [15] Non-woven polylactide-natural rubber fiber materials with a rubber content of 5, 10 and 15 wt. [16] After exposure at 200, 400, and 600 C for 60 min, the stress−strain curve, compressive strength, energy absorption capacity, and spalling resistance of RRAC with recycled aggregate replacement ratios of 50 and 100%, rubber contents of 0, 5, 10, and 15% were explored with microstructural analysis. [17] The results show that with the increase of rubber content and particle size, the compressive strength and elastic modulus of concrete decrease. [18] The findings are as follows: 1) The vertical elastic strain and plastic strain of compression test samples increase with rubber content, and the elastic strain and plastic strain of saturated samples are greater than those of dry samples. [19] Acrylonitrile-Butadiene-Styrene (ABS) has properties like processability, rubber content, while Polycarbonate (PC) has the properties of high impact strength and toughness. [20] In the work an eco-friendly non-woven fiber made of polylactide and natural rubber with a rubber content from 0 to 15 wt. [21] The efficiency coefficient of the above indexes shows that the overall performance of concrete with 10% rubber content is better than that of other contents, under this content, the comprehensive performance of 3–6 mm RC is the best. [22] The addition of the pretreated rubber particles enhanced the concrete energy dissipation capacity during the destruction, and the specimen dissipated more energy with the increase of rubber content before its failure. [23] Due to a lack of detailed research on dynamic and static properties of CRMs, the effects of 0–30% rubber content on geotechnical properties of clay soil (CS) was investigated in this study through strain-controlled monotonic and cyclic triaxial tests. [24] As the rubber content (mainly ENR content) increases, the tensile strength of the material decreases and the elongation at break increases. [25] Rubber content of T. [26] Both unconfined compressive strength (UCS) and split tensile strength (STS) of the clayey soil were primarily controlled by the amount of cement and waste rubber tyres and it was found to be decreased with the enhancement in rubber content. [27] Softening point, viscosity, rutting factor, ductility, stiffness modulus and creep speed index were selected as evaluation indicators to study the effects of rubber content, shear time and shear temperature by variance analysis and range analysis. [28] The results showed that the weight of the rubber concrete is reduced by 12% compared to the conventional concrete and the strength of the concrete reduces with the increase in rubber content. [29] A systematic reduction of almost up to 50% in compressive, tensile, and flexural strength was witnessed with increasing the rubber content up to 30%. [30] To extract rubber from TKS effectively and quantitate the TKS rubber accurately, we developed a method that can simultaneously determine the rubber content and molecular weight distribution (MWD) of TKS by size-exclusion chromatography (SEC). [31] Importantly, the rubber content was significantly increased in AOSi lines compared to the wild-type (WT), vector control and AOS overexpressing (AOSoe) lines, when grown in controlled environments both in tissue-culture media and in greenhouse/growth chambers. [32] The effects of rubber content, confining pressures and rates of shearing on the angle of internal friction of the mixtures were investigated. [33] The influence of phase content was also explored and a decrease in rubber content led to an improvement in shape memory properties. [34]在每个位置，F100 和两个最低 SDI 比率的橡胶含量都显着高于其他处理。 [1] 对可用的实验数据进行了审查，分析结果主要根据橡胶含量和纵横比（橡胶与砾石中值粒径的比）对压实度、渗透性、强度和压缩性能以及动态和压缩性能的影响进行了介绍和讨论。 SRM的循环变形特性。 [2] 为研究橡胶混凝土(RC)的压剪复合力学性能，采用压剪液压伺服机对RC在不同轴压比和橡胶含量下的压剪试验进行了试验。 [3] 一种由聚乳酸/天然橡胶制成的无纺纤维，橡胶含量为 0 至 15 wt. [4] 在第二部分中，通过不同比例的橡胶含量（按体积计 50% 和 75% 橡胶）、土工合成材料的类型（土工织物、土工格栅和土工网）、土工合成材料的数量（1- 4) 层数、土工合成材料的布置和围压。 [5] 发现橡胶含量和粒径对橡胶砂浆的材料性能有显着影响。 [6] 3% 橡胶含量。 [7] 为此，使用混合料中橡胶含量为 0 至 50% 的磨碎和粒状橡胶尺寸的粒状橡胶。 [8] 由于其尺寸（亚毫米）和橡胶含量（弹性体），TRWP 被认为是微塑料 (MPs)。 [9] 测量飞行时间是为了研究外加应力和橡胶含量对混合物弹性性能的综合影响。 [10] 有趣的是，这种共混物的断裂伸长率随着橡胶含量的增加而增加，而拉伸强度没有下降。 [11] 在这项研究中，以波特兰高炉矿渣水泥（IS 型）和来自不同商业品牌的不可用轮胎的橡胶颗粒废料制备砂浆复合材料，目的是评估橡胶粒径和橡胶含量对机械、化学性能的影响。和复合材料的形态特性。 [12] 提出了一个统一的模型来描述不同橡胶含量的橡胶砂混合物的动态剪切模量和阻尼比。 [13] 本研究已重新建立，以研究 PC/ABS 共混物及其 ABS 成分在一系列橡胶含量的冲击下的失效模式和抗性特性。 [14] 随着橡胶含量的增加，氧化物还原遵循 Co 3 O 4 > CoO > Co 的路径，与热力学预测一致。 [15] 橡胶含量为 5、10 和 15 wt. 的非织造聚丙交酯-天然橡胶纤维材料。 [16] 在 200、400 和 600 ℃暴露 60 min 后，再生骨料替代率为 50% 和 100%，橡胶含量为 0、5、 10% 和 15% 通过微观结构分析进行了探索。 [17] 结果表明，随着橡胶含量和粒径的增加，混凝土的抗压强度和弹性模量降低。 [18] 研究结果如下： 1）压缩试验样品的垂直弹性应变和塑性应变随着橡胶含量的增加而增加，饱和样品的弹性应变和塑性应变大于干燥样品。 [19] 丙烯腈-丁二烯-苯乙烯 (ABS) 具有可加工性、橡胶含量等特性，而聚碳酸酯 (PC) 具有高冲击强度和韧性的特性。 [20] 在这项工作中，一种由聚丙交酯和天然橡胶制成的环保无纺布纤维，橡胶含量为 0 至 15 wt. [21] 上述指标的效率系数表明，10%橡胶含量的混凝土综合性能优于其他含量，在此含量下，3~6mm RC的综合性能最好。 [22] 预处理橡胶颗粒的加入增强了混凝土破坏过程中的耗能能力，试件破坏前随着橡胶含量的增加耗能更多。 [23] 由于缺乏对 CRM 的动态和静态特性的详细研究，本研究通过应变控制单调和循环三轴试验研究了 0-30% 橡胶含量对粘土 (CS) 岩土特性的影响。 [24] 随着橡胶含量（主要是ENR含量）的增加，材料的抗拉强度降低，断裂伸长率增加。 [25] nan [26] nan [27] nan [28] nan [29] nan [30] nan [31] nan [32] nan [33] nan [34]
5 % 10
Crumb rubber contents of 5%, 10%, 15%, and 19% by weight of asphalt were added to the virgin binder in order to prepare the modified asphalt binder samples, while the unmodified asphalt binder was used as the control sample. [1] In order to enhance the corrosion resistance of concrete to chloride salt, 5% NaCl solution was used to corrode ordinary concrete (OC) and rubber concrete (RC) with 5%, 10%, and 15% rubber content, respectively. [2] The specimens tested were made with rubber contents of 0%, 5%, 10%, 15% and 20%, in relation to the dry weight of the soil. [3]将5%、10%、15%和19%重量的沥青混合料添加到原始粘合剂中以制备改性沥青粘合剂样品，而未改性沥青粘合剂用作对照样品。 [1] 为提高混凝土对氯化物盐的耐腐蚀性，分别采用5% NaCl溶液腐蚀橡胶含量分别为5%、10%和15%的普通混凝土（OC）和橡胶混凝土（RC）。 [2] nan [3]
% 10 %
The wet process was used in this study to investigate the rheological, morphological, and physical changes that would occurred to asphalt binder as a result of the interaction with different rubber contents, that is, 5%, 7%, 10%, 12% and 25%. [1]本研究采用湿法工艺研究沥青粘合剂由于与不同橡胶含量（即 5%、7%、10%、12% 和25%。 [1]
Dry Rubber Content
The rubber produced has good quality with average dry rubber content (DRC) was 73. [1] The quality of Natural Rubber Latex (NRL) is indicated by Dry Rubber Content (DRC), which is a value that shows the percentage of rubber material or rubber fraction contained in a latex. [2] The mechanical compressive and flexural strengths of NRL modified concrete were investigated, using various water-to-cement (w/c) and dry rubber content-to-cement (r/c) ratios and curing times. [3] The effect of influence factors including soil type (low and high fines content), NRL type (low to high dry rubber content), NRL replacement ratio and cement content on the compressive strength prior to wetting and drying test (UCS0), cyclic wetting and drying compressive strength (UCS(w-d)) and weight loss was examined in this study. [4] Results show that the total solid content, dry rubber content, and alkalinity level of the latexes achieved the targeted value. [5] The dry rubber content, surfactant amount, and time during the incubation were investigated to determine the effective protein removal natural rubber. [6] The crepe rubber product contains dry rubber content of more than 95%. [7] Dry rubber content (DRC) is an important factor to be considered in evaluating the quality of cup lump rubber. [8] A simple parallel plate capacitor was applied to determine the dry rubber content (DRC %) of the field latex. [9] Dry rubber content (DRC) is an important factor to be considered in evaluating the quality of cup lump rubber. [10] The recent study observed the damage type and the effect on the yield and dry rubber content (DRC) of wind damaged and one-year recovery of rubber trees. [11] 5, it was detected 2 QTLs related to girth, 3 QTLs related to dry rubber content, and 3 QTLs related to dry rubber yield per tree, 4 QTLs related to the unit secant length dry rubber yield, 5 QTLs related to the number of conducting phloem laticifer and 4 QTLs related to the number of yellow phloem laticifer. [12] Liquid latex was characterized by pH, dry rubber content, total solid content, surface tension, lipid and protein contents. [13] 5%–10% dry rubber content, DRC) and immersion temperatures (30–70 °C) on the film characteristics were studied. [14] The following colloid properties were determined: pH, viscosity, particle size, dry rubber content, total solids content, gel content, total lipids, and total proteins. [15]生产的橡胶质量好，平均干胶含量（DRC）为73。 [1] 天然橡胶胶乳 (NRL) 的质量由干橡胶含量 (DRC) 表示，该值表示胶乳中包含的橡胶材料或橡胶部分的百分比。 [2] nan [3] nan [4] nan [5] nan [6] nan [7] nan [8] nan [9] nan [10] nan [11] nan [12] nan [13] nan [14] nan [15]
Bound Rubber Content
The effectiveness of silanisation on the silica that reacted with TESPT via the unique preparation method was characterised by fourier transform infrared (FTIR), scanning electron microscope (SEM), water dispersal, bound rubber content (BRC), mixing and compound behaviours compared to an untreated silica. [1] The bound rubber content and Payne effect show a good correction that essentially supports that the EMZ modifier gives enhanced filler–rubber interaction and reduced filler–filler interaction, reflecting the improved homogeneity of the composites. [2] The addition of pyrolyzed SCG into SBR resulted in the increases of both rubber-filler interaction, as evidenced from the increase of bound rubber content, and crosslink density, leading to the improvement of mechanical properties of the rubber vulcanizates when compared with the addition of untreated SCG. [3] Highest bound rubber content and modulus at break were found at natural rubber filled with silica synthesized at 70°C. [4] Bound rubber content also improved with increasing filler concentration. [5] The results showed that compared with the unmodified silica-reinforced rubber composite (SiO2/EUG/SBR), the bound rubber content of MTES-SiO2/EEUG/EUG/SBR was increased by 184%, and its tensile strength, modulus at 100% strain, modulus at 300% strain, and tear strength increased by 42. [6] Bound rubber contents and vulcanizate structures were analyzed, and physical properties, cure characteristics and viscoelasticities were evaluated. [7] This fact was further corroborated using bound rubber content and equilibrium swelling ratios of the unvulcanized and vulcanized SBR composites. [8] The bound rubber was adopted to characterize the polymer–filler interaction, showing that bound rubber content has an increasing trend with increasing in fillers content. [9] The presence of ILs causes silica to form large agglomerates in the IR matrix, lowers bound rubber content, and prevents the formation of glassy fraction of IR chains. [10] But the results of dynamic mechanical analysis and bound rubber content show that S-40 has obviously lower tan δ and higher bound rubber content, which indicate that there exists stronger rubber–filler interaction between silica and NR. [11]通过独特的制备方法，硅烷化对与 TESPT 反应的二氧化硅的有效性通过傅里叶变换红外 (FTIR)、扫描电子显微镜 (SEM)、水分散性、结合橡胶含量 (BRC)、混合和混炼行为与未经处理的二氧化硅。 [1] 结合橡胶含量和佩恩效应显示出良好的校正，这基本上支持 EMZ 改性剂增强填料-橡胶相互作用和降低填料-填料相互作用，反映了复合材料的均匀性得到改善。 [2] nan [3] nan [4] nan [5] nan [6] nan [7] nan [8] nan [9] nan [10] nan [11]
Different Rubber Content
Both monotonic and cyclic tests are conducted for RSCC with different rubber contents. [1] The wet process was used in this study to investigate the rheological, morphological, and physical changes that would occurred to asphalt binder as a result of the interaction with different rubber contents, that is, 5%, 7%, 10%, 12% and 25%. [2] This study presents an application of the Artificial Neural Networks (ANN) for creep rate prediction of asphalt concrete modified with different rubber contents. [3] This paper mainly analyzes the mechanical properties and acoustic emission (AE) parameters under biaxial compression stress states of CRC with different rubber contents (0%, 5% and 10%). [4] 5% by volume) and different rubber contents (0% and 10% by volume). [5] The permeability of composite materials with different rubber content was estimated by the coefficient of air permeability at a pressure drop of 49 and 100 Pa. [6] Different rubber contents and SBS polymer contents were considered. [7] The internal volumetric strains of the samples with different rubber contents at different loading stages were calculated by DVC. [8] The permeability of composite materials with different rubber content was estimated by the coefficient of air permeability at a pressure drop of 49 and 100 Pa. [9] It is found that the mechanical properties and final fracture surface morphology of RSCC with different rubber content are significantly different, and the causes of these differences are discussed. [10] The specific energy absorption, dynamic tensile-compressive strength ratios, and dynamic constitutive model of SCRC with different rubber content were also analyzed. [11]对不同橡胶含量的 RSCC 进行了单调和循环测试。 [1] 本研究采用湿法工艺研究沥青粘合剂由于与不同橡胶含量（即 5%、7%、10%、12% 和25%。 [2] nan [3] nan [4] nan [5] nan [6] nan [7] nan [8] nan [9] nan [10] nan [11]
Crumb Rubber Content
The density and compressive strength decreased at each of the ages of curing (3, 7, 28 and 56 days), as the crumb rubber content in the interlocking pavers increased. [1] Crumb rubber contents of 5%, 10%, 15%, and 19% by weight of asphalt were added to the virgin binder in order to prepare the modified asphalt binder samples, while the unmodified asphalt binder was used as the control sample. [2] The effects of water-binder ratio, designed porosity and crumb rubber content on compressive strength, split tensile strength, permeability coefficient and freeze-thaw durability of RMPCB were studied. [3] Five important process parameters—impact velocity, impingement angle, standoff distance, erodent size, and crumb rubber content—are taken into consideration. [4] The resilient modulus, deformation performance, and fatigue performance of R-OGFC asphalt mixture with different crumb rubber contents were studied. [5] From experiments, we can see that fresh concrete properties decreased when crumb rubber content has increased. [6] The fatigue life of modified asphalt mixture was higher in case of 9% crumb rubber content. [7] There were two different amounts of crumb rubber content used in this study (2. [8] The test results demonstrated that the higher crumb rubber content resulted in the less dense matrix of mortar. [9] The fracture energy is formulated in terms of various predictor variables such as asphalt binder performance grading (PG), asphalt content, aggregate size, aggregate gradation, reclaimed asphalt pavement (RAP) content, reclaimed asphalt shingles (RAS) content, crumb rubber content, and test temperature. [10]随着联锁摊铺机中的橡胶屑含量增加，密度和抗压强度在每个固化年龄（3、7、28 和 56 天）都降低。 [1] 将5%、10%、15%和19%重量的沥青混合料添加到原始粘合剂中以制备改性沥青粘合剂样品，而未改性沥青粘合剂用作对照样品。 [2] nan [3] nan [4] nan [5] nan [6] nan [7] nan [8] nan [9] nan [10]
Variou Rubber Content
The acrylated NR was blended with a commercial resin (CR) at various rubber contents (0 to 3 wt %) by a simple mixing approach. [1] Direct shear tests and cyclic triaxial tests were conducted on rubber-sand mixtures at various rubber contents. [2]通过简单的混合方法，将丙烯酸化 NR 与各种橡胶含量（0 至 3 wt%）的商业树脂 (CR) 共混。 [1] nan [2]
Natural Rubber Content
At present, relatively no reliable conclusion regarding an optimum natural rubber content based on the theoretical and fundamental approach to understanding up to the micro-scale of chemical and mechanical interactions in the natural rubber-asphalt cement matrix as the natural rubber modified asphalt (NRMA) exists. [1] It is shown that biopolymers of the PE/NR composition with natural rubber content of at least 40% have acceptable biodegradation characteristics. [2]目前，对于天然橡胶改性沥青 (NRMA) 等天然橡胶-沥青水泥基体中化学和机械相互作用的微观尺度的理解，基于理论和基本方法，目前还没有相对可靠的结论。存在。 [1] 结果表明，天然橡胶含量至少为 40% 的 PE/NR 组合物的生物聚合物具有可接受的生物降解特性。 [2]
Increasing Rubber Content
Increasing rubber contents increases the porosity of concrete mix, increasing thermal resistivity and sound absorption. [1] With the increase in the rubber volume replacement ratio Rf, the compressive strength and ultimate strain of the FRP-confined rubber concrete show a decreasing trend, and the unloading and reloading stiffness of the FRP-confined rubber concrete decreases with increasing rubber content. [2]增加橡胶含量会增加混凝土混合物的孔隙率，增加热阻和吸声。 [1] 随着橡胶体积置换率Rf的增大，FRP约束橡胶混凝土的抗压强度和极限应变呈下降趋势，FRP约束橡胶混凝土的卸荷和再加载刚度随着橡胶掺量的增加而减小。 [2]
Higher Rubber Content
WRO with higher rubber content exhibited higher polymer concentration. [1] Higher rubber content in sandy specimens resulted in more elastic behaviour, with lower strain accumulation in each loading cycle, eventually resulting in a higher number of loading cycles before failure. [2]具有较高橡胶含量的 WRO 表现出较高的聚合物浓度。 [1] 沙质试样中较高的橡胶含量导致更多的弹性行为，每个加载循环中的应变累积较低，最终导致失效前的加载循环次数更多。 [2]
Optimum Rubber Content
This paper describes the mechanical and compressibility characteristics of RIBS under monotonic loads and a criterion designed to determine the optimum rubber content in the proposed RIBS. [1] However, the optimum rubber content should not exceed 15%. [2]本文描述了 RIBS 在单调载荷下的机械和可压缩特性，以及用于确定建议 RIBS 中最佳橡胶含量的标准。 [1] 但是，最佳橡胶含量不应超过 15%。 [2]
Silicone Rubber Content
The dielectric constant of the paste can be adjusted by varying the BST powder content with respect to the silicone rubber content. [1] % of silicone rubber content has higher electrical conductivity and mechanical strength as compared to PUE/LSR/GnPs blend system. [2]可以通过改变 BST 粉末含量相对于硅橡胶含量来调节浆料的介电常数。 [1] 与 PUE/LSR/GnPs 共混体系相比，硅橡胶含量 % 的硅橡胶具有更高的导电性和机械强度。 [2]
Granulated Rubber Content
To investigate the shear modulus and damping ratio of granulated rubber-sand mixtures, cyclic triaxial tests were conducted on specimens prepared with different granulated rubber content (by weight) and consolidated under different consolidation ratios. [1] The monotonic triaxial tests reveal that the shear strength of mixtures first increases and then decreases with increasing granulated rubber content and is maximized when the rubber content is approximately 10%. [2]为了研究粒状橡胶砂混合物的剪切模量和阻尼比，对不同粒状橡胶含量（按重量计）制备并在不同固结率下固结的试样进行了循环三轴试验。 [1] 单调三轴试验表明，随着粒状橡胶含量的增加，混合物的剪切强度先增大后减小，并在橡胶含量约为 10% 时达到最大值。 [2]
High Rubber Content
The results show that whilst the capacity is reduced with the increase in the rubber replacement ratio, an enhanced confinement action is obtained for high rubber content concrete compared with conventional materials. [1] As a material having high rubber content, latex reclaim (white reclaim) has been used in the production of premium grade rubber products like tyres, retreading materials, etc. [2]结果表明，虽然容量随着橡胶替代率的增加而降低，但与传统材料相比，高橡胶含量混凝土的约束作用增强。 [1] 作为橡胶含量高的材料，乳胶再生料（白色再生料）已被用于生产优质橡胶制品，如轮胎、翻新材料等。 [2]