处理废弃轮胎的一种有效方法——轮胎加筋土结构

废胎占用大量空间 ,且会产生诸多环境问题 ,利用轮胎加筋建筑挡土墙或陡坡 (堤 )是解决该问题的一种有效方法。本文提供了一种加筋堤的设计方法 ,比较了不同加筋模式 ,并对该堤进行了环境及其它指标的评价 ,证明了其可行性。     

Experimental study on the effect of fly ash content in cemented paste backfill on its anti-sulfate erosion

ABSTRACT

In order to study the effect of fly ash content in cemented paste backfill (CPB) on its anti-sulfate erosion, the apparent phenomenon, strength development, and hydration products change the law of CPB with different fly ash content under long-term soaking of 5% sodium sulfate solution were studied by the macrotest and microanalysis, in addition, the mechanism of CPB anti-sulfate attack was analyzed by combining with a scanning electron microscope (SEM). The results indicated that the effect of sulfate environment on the strength of fly ash cemented paste backfill (FCPB) was mainly determined by the hydration products in the FCPB at different soaking times. In the early soaking stage, the formation of ettringite (AFt) in FCPB could improve its compactness, which was conducive to improving the strength of FCPB. In the late soaking stage, there were ettringite-type erosion damage and gypsum erosion-type damage internal of the FCPB with low content fly ash, resulting in microfracture, cracking of the FCPB, and reducing the strength. CPB with an appropriate content of fly ash could improve the internal structure of the FCPB to achieve the purpose of anti-sulfate erosion.     

高阶段尾砂胶结充填体力学研究与博弈树配比优化

在实验室试验了不同配比尾砂胶结试块强度,在充填采场取样测试了采场充填体强度.结果表明,如果以实验室试验的力学参数为充填配比设计依据,充填体最小设计安全系数为1.6～1.8比较合理.分析高阶段充填体受力,推导了分层充填力学计算公式及安全系数计算方法;根据充填工艺,确定最小充填高度,沿采场高度方向划分配比优化单元,建立了高阶段充填体配比优化设计模型;采用博弈树分析方法,解决了高阶段充填体配比优化问题,并对安庆铜矿5号矿房配比进行了优化.结果显示:与经验设计方法相比,采用本文方法优化充填配比,不仅使高阶段充填体内安全系数分布更趋合理,而且降低了水泥消耗.     

基于重构相空间充填体变形规律的灰色预测研究

尾砂胶结充填体是非线性力学介质,其变形是能量耗散的复杂过程,必须研究其内在变形规律,才能正确预测采矿过程中充填体的稳定性.对不同配比的尾砂胶结充填体进行力学试验,得出了其应力-应变规律,对安庆铜矿高阶段充填体变形进行了监测.采用自适应滤波原理,研究基于重构相空间的测量数据去噪处理方法.用灰色理论研究充填体变形在相空间中相点距离的演变规律,建立了重构相空间的灰色预测模型.为减小预测误差,对预测结果采用残差模型修正.应用建立的模型,对安庆铜矿高阶段充填体变形进行分析,确定了采场合理回采周期.结果表明,充填体变形具有非线性混沌特性,不同配比的充填体表现出不同的非线性动力学行为,重构相空间能充分展示充填体变形的内在规律.     

基于GPR-TOPSIS方法的充填配比多目标多属性优化

为获得某金矿尾砂胶结充填材料最优配比,基于试验结果,以海水比例、灰砂比和料浆质量浓度为输入参数,以充填体强度、塌落度及泌水率为输出参数,建立了充填配比与其响应量的高斯过程回归模型,分析了不同因素对充填性能的影响程度;采用遗传算法对高斯过程回归模型进行多目标参数优化,获得了Pareto非劣解,在此基础上,引入多属性决策的TOPSIS法对Pareto非劣解进行方案优选,确定了充填最优配比。研究结果表明:高斯过程回归模型相对误差值均小于6%,可靠性高;灰砂比及料浆质量浓度对充填性能影响较为显著,采用海水作为充填水源将降低充填体的强度;经优化后的充填配比与试验结果相符。     

基于磁化水的全尾砂胶结充填体强度研究

针对某矿山全尾砂充填体抗压强度低,水泥用量大的现状,将磁化水引入全尾砂胶结充填料浆的配浆试验,通过均匀布点理论优选出最佳磁化条件,探究了磁化水-全尾砂充填体的7天、14天、28天抗压强度的变化规律以及磁化水对水泥活性的影响。研究结果表明:在磁感应强度B=1000-2000Gs,水循环流速V=1.4-2.0m/s,磁化时间T=10-20min时,磁化水-全尾砂充填模块的7天抗压强度提高19%-28%,14天抗压强度提高17%-25%,28天抗压强度提高13-15%。     

Sustainability assessment of EPS-geofoam in road construction: a case study

ABSTRACT

In the present study, construction procedure and performance assessment of expanded polystyrene EPS-geofoam layer, which is utilized in the repair and rehabilitation of road work, is demonstrated. EPS geo-foam application was suggested after observing excessive settlement and distress of approach roads near Cross drainage (C-D) works constructed on bypass road of an important National Highway Project in India. EPS-geofoam was used as an alternative to earth backfill in approaches of newly constructed culvert on the same bypass road on one side of the C-D work and, for comparison purpose; the other side of the C-D work was retained with existing earth backfill. EPS-Geofoam was convenient to handle, easy to place and executed effeciently in terms of machineries and man power. Also, after 6 months of observation, it was noted that Pavement Quality Concrete (PQC) constructed over earthfill material have shown sign of distress and longitudinal cracks were observed due to excessive settlement; on the other hand PQC constructed over EPS-geofoam was intact with no sign of distress. Outcome of the study suggest the use of EPS-geofoam in similar situations as per the proposed guidelines for construction as well as cross-sectional details and design recommended.     

充填体与岩体能量和强度匹配的分析及应用

矿山嗣后充填法中,采用经验类比法判定胶结充填体的强度存在诸多问题。利用新的方法来分析充填体与岩体的匹配是必要的。对某铜矿灰砂比为1∶6、1∶8、1∶10和1∶12的4种尾砂胶结充填体进行力学试验和匹配分析。首先利用损伤力学方法建立充填体破坏前本构方程,根据岩体开挖释放能量与充填体蓄积应变能相近的原则,来判定岩体与充填体的匹配;然后运用GTS/MI-DAS有限元软件模拟开采-充填过程,根据应力变化与充填体极限强度的大小关系判定两者的匹配。2种方法所得到的结论一致。分析结果表明,该矿山宜采用充填配比不小于1∶10的尾砂胶结充填体。     

北方城市垃圾的回收和利用

随着城市垃圾的迅速增长，垃圾污染问题异常尖锐突出，特别是北方城市尤为严重。本文围绕北方城市如何选择合适的垃圾处理技术进行探讨。提出现阶段在大中城市开展综合处理。在小城市采取以卫生填埋为主、堆肥为辅的处理技术，是解决城市垃圾问题的有效途径。     

高放射性核废料辐射对深地质处置环境和储罐材料危害的研究进展

介绍了高放核废料的主要放射性衰变以及用来实验的辐射设备,分别论述了辐射对于金属储罐近域介质(地下水、膨润土及混凝土缓冲回填材料)的影响以及对储罐材料腐蚀的影响。虽然核废料的辐射性对于缓冲回填材料影响不大,但是地下水发生辐射分解使得储罐近域环境变为氧化环境,同时储罐材料受到辐射影响电化学状态也会发生改变。最后指出了当前研究存在的问题及未来重点研究方向。