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This paper presents the preliminary research works on a potential seismic isolation method that makes use of scrap rubber tires for the protection of low‐to‐medium‐rise buildings. The method involves mixing shredded rubber tire particles with soil materials and placing the mixtures around building foundations, which provides a function similar to that of a cushion. Meanwhile, the stockpiling of scrap tires is a significant threat to our environment, and the engineering community has been looking for long‐term viable solutions to the recycling and reuse of rubber. A finite element program has been developed for modeling the time‐domain dynamic responses of soil–foundation–structure system, by which the effectiveness and robustness of the proposed method have been evaluated. In general, the structural responses, in terms of acceleration and inter‐story drift, can be reduced by 40–60%. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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随着中国汽车工业的发展,大量废旧轮胎带来的"黑色污染"问题日益显著。提出一种采用废旧轮胎柱(Scrap tire columns,STC)的加筋土结构,并初步探究其作为基础减隔振材料的可行性。通过室内水平循环剪切试验和竖向激振试验研究STC加筋砂(STCRS)的水平循环剪切和竖向激振特性。结果表明,最大剪应变为1%时STCRS的等效阻尼比未加筋前增加约10%,等效动剪切模量减小20%~25%,水平向减振性能得以提高;STCRS的竖向加速度衰减呈现出速度快、幅值大的特点,竖向减振效果较未加筋砂显著提高。STC加筋砂作为基础减振材料是可行的,且为原形废旧轮胎的资源化利用提供新思路。 相似文献
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废旧轮胎的治理是一个世界性的难题,而将废旧轮胎应用于岩土工程加固中则为其污染治理提供了一个行之有效的手段。为了进一步研究废旧轮胎对土体的加固机制并应用到实际工程中,主要选取了全风化花岗岩砂颗粒和加工后的废旧轮胎（包括颗粒型和长条型）的混合体作为研究对象,通过一系列不同竖向压力下的一维压缩试验,详细研究不同橡胶含量配比、不同形态下的橡胶-砂混合体的受压力学特性,并创新性地探讨了橡胶颗粒对砂颗粒在压缩过程中破碎行为的影响。试验结果表明,所有橡胶-砂混合体在较高压力作用下都能收敛到一条直线,即存在唯一的标准压缩线;随着橡胶含量增加到大于20%,混合物的压缩和卸载回弹量均明显增加,而这种特性不受轮胎颗粒形态的影响。此外,轮胎橡胶含量配比越高,砂颗粒的破碎程度越小,同时,当其中砂颗粒尺寸越小时,整体破碎越少。 相似文献
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The recycling of scrap material has been identified as an important strategy in the larger theory of industrial ecology. Industrial ecology argues that the traditional model of industrial activity needs to be transformed into a 'closed loop' industrial ecosystem where used materials (scrap) and by-products would substitute for virgin materials during production processes. The recycling of scrap material forms part of this larger effort to reduce the overall environmental impact of production and consumption. A key, but as yet, unresolved question in this process is the geographic scale (local, regional, national, global) at which loop closing should take place. This preliminary empirical research examines the export and import geography of the seven largest (by weight) US scrap commodities (iron and steel, paper, plastics, aluminium, copper, nickel and zinc) between 1995 and 2005 to ascertain the extent to which US scrap flows overseas and how that might affect our understanding of how material loops can close. Other than an integrated export and import relationship with Canada, the results suggest that there are two distinct circuits of scrap flows in the USA. The USA exports a substantial portion of the recyclable scrap generated each year to rapidly developing countries, while importing smaller quantities of scrap from the EU. With the major exception of exporting higher value iron and steel scrap to China, the US tends to export lower value scrap and import higher value scrap. In part this reflects imbalances in the supply and demand for scrap between the USA and the developing world, the lack of potentially available scrap and the absence of a robust recycling infrastructure in the developing world. Although such scrap circuits are probably not ideal, the use of US scrap in the developing world is both a realistic and preferable alternative in the short to medium term than virgin production. 相似文献
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We evaluated injuries to Spartina alterniflora by debris items common to North Carolina coastal waters as a function of debris type (wire blue crab pots, vehicle tires, and anthropogenic wood) and deployment duration, and monitored S. alterniflora recovery following debris removal. Injuries sustained by S. alterniflora and subsequent recovery, varied considerably between debris types. Differences were likely due to dissimilarities in the structure and composition of debris. Tires caused an immediate (within 3 weeks) and long-term impact to S. alterniflora; tire footprints remained devoid of vegetation 14 months post-removal. Conversely, crab pot impacts were not as abrupt and recovery was short-term (<10 months). We suggest that removal programs specifically target habitats that are susceptible to negative impacts (e.g., salt marsh) and prone to debris accumulation. Management would benefit from the inclusion of habitat information in removal databases. 相似文献
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废轮胎颗粒与黄土混合物压实性能研究 总被引：4，自引：1，他引：3
选择废轮胎颗粒以0～50%的掺量与黄土混合,研究了混合土的压实特性,并采用专门设计的环刀击实设备,对环刀击实和标准击实进行了对比分析。试验结果表明,掺量小于20%时混合土的压实特性类似黄土,掺量大于40%时的压实特性类似无黏性土;不同掺量的混合土最大干密度与最优含水率存在幂函数关系,击实能对10%～30%掺量的混合物有效最大干密度影响较小;不同击实能下掺量与最优含水率存在函数关系;混合土存在最佳压实掺量,轻、重型击实能下分别为30%和40%左右。根据室内试验结果,给出了不同掺量混合土击实指标建议值供设计参考。 相似文献
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应用灰色预测模型解决水文地质问题的思考 总被引：3，自引：0，他引：3
介绍了磷以预测模型在解决水文地质问题过程中所存在的诸多问题,并针对灰色预测模型的适用条件,提出了波动时间序列均值化的方法,在此基础上不文地质问题的特点,提出用周围外延的方法修正残差。计算结果表明,结合采用上述两种方法,将会收到较好的效果。 相似文献
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为研究加筋土挡墙在墙顶荷载作用下土体受力和变形形态,通过改变筋材层数、筋材长度和替换加筋材料等方式对加筋土挡墙进行了4种工况的模型试验。对4种工况下的加筋土墙体内竖向土压力、墙面水平位移、墙顶竖向位移和筋材应变等进行对比研究。研究表明,挡墙上部竖向土压力增长较快且各层竖向土压力最大值由加载点下部向墙面处移动;墙顶荷载超过130 kPa时,由于不均匀沉降,第5层筋材对应墙面处有向内收缩趋势,墙面水平位移最大值大约在上三分点位置;整个加载阶段,筋材总体应变值增幅不大且远小于筋材设计应变峰值;增加挡墙内筋材层数和增加筋材长度均可提升挡墙各方面性能,但增加筋材层数提高效果要优于增加筋材长度;使用废旧轮胎代替单向格栅进行加筋可有效提高挡墙整体性能,分散超载引起的附加应力,有效减小墙面水平位移和墙顶竖向位移。 相似文献