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Evaluation of Landslide Hazard Degree Based On the Normal Cloud Model 基于正态云模型的滑坡危险性评价
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0113
Chen Donghui, X. Peihua, Zhang Wen, C. Jianping, Song Shengyuan, W. Yin-dong
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引用次数: 1
Optimization of Makespan of Container Loading -Unloading Problem Using Mixed Integer Programming 基于混合整数规划的集装箱装卸最大完工时间优化
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0108
Sharif Mohammed, H. Azhar, Lateef Mohammed, M. Dayoub
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引用次数: 0
Open-Pit Mine Safety Monitoring Based on Binocular Vision 基于双目视觉的露天矿安全监测
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0114
Yifan Liu, Zhenjiang Cai, X. Suo
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引用次数: 0
Effects of Nanomaterial on Concrete 纳米材料对混凝土的影响
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0102
S. R. Nair, A. Rahim
: Nanotechnology has made a vast progress in the field of construction as it has improved the characteristics of concrete such as mechanical properties and resistance to acidic and chloride attack. Nanotechnology is the use of nano sized particle of material to create a new material with improved properties. This experimental research compares the mechanical properties and durability of different nanomaterial concrete. Nanomaterial can be defined as those physical substances with at least one dimension between 1-150 nanometers. The nanomaterial properties can be very different from the properties of the same materials at micro or macro scale. Nanomaterial provides an exceptional surface area to volume ratio and changes the basic property and reactivity of the material. This in turn enhances the mechanical properties and durability of concrete. The effects of nano silica and nano alumina on M60 high performance concrete were discussed in this paper. The cement was replaced with 40% ground granulated blast furnace slag and different percentage of nanomaterial like 2% to 5% for preparing the concrete. Mechanical Properties like compressive strength, split tensile strength and flexural strength of these nanomaterial concrete were compared. Accelerated corrosion test in saline and acidic conditions was conducted to check the durability of concrete. From these test results the best nanomaterial concrete was determined.
纳米技术在建筑领域取得了巨大的进步,因为它改善了混凝土的特性,如机械性能和抗酸性和氯化物侵蚀。纳米技术是利用纳米大小的材料颗粒来创造一种具有改进性能的新材料。本试验研究比较了不同纳米材料混凝土的力学性能和耐久性。纳米材料可以定义为至少有一个维度在1-150纳米之间的物理物质。在微观或宏观尺度上,纳米材料的性质可能与相同材料的性质有很大的不同。纳米材料提供了一个特殊的表面积体积比,并改变了材料的基本性质和反应性。这反过来又提高了混凝土的机械性能和耐久性。探讨了纳米二氧化硅和纳米氧化铝对M60高性能混凝土性能的影响。用40%的磨粒高炉矿渣和2% ~ 5%不同比例的纳米材料代替水泥制备混凝土。比较了纳米材料混凝土的抗压强度、劈裂抗拉强度和抗弯强度等力学性能。进行了盐酸加速腐蚀试验,检验了混凝土的耐久性。根据这些试验结果确定了最佳的纳米混凝土材料。
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引用次数: 2
Effect of In-Situ Block Size and Rock Properties on Blast Induced Rock Fragmentation in Surface Mines 露天矿原位块体尺寸和岩石性质对爆破破岩的影响
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0105
Sandeep Prasad, B. Choudhary, A. K. Mishra
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引用次数: 0
Estimation of Water Yield under Various Climate Scenarios at a River Basin Scale in the Manimala River, Kerala, India 印度喀拉拉邦马尼马拉河流域不同气候情景下水量估算
Pub Date : 2017-03-06 DOI: 10.21276/ijee.2017.10.0120
B. Venkatesh, T. Chandramohan, K. JoseM, K. PurandaraB, S. Varadaraju
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引用次数: 0
Identification of Groundwater Polluted Zones in Noyyal River Watershed (4B2B2) using GIS Technology 基于GIS技术的诺雅尔河流域(4B2B2)地下水污染区域识别
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0107
M. Mathivanan, E. SaranathanS
: Ground water plays a vital role in satisfying both domestic and industrial needs. Most of the ground water sources have degraded over the years due to infiltration of untreated industrial effluents and anthropogenic causes. To address these challenges an effort has been made in this study to access the eminence of ground water in Noyyal River basin, Tamil Nadu. Water quality index has been designed based on the data acquired using Arc GIS software 9.3. WQI has played a vital role in precisely demarcating groundwater quality deteriorated zones. The water quality index map visually provides an insight over the area where urbanization can be done and the areas not suitable for further developmental activities. Further if causative factors were identified accordingly appropriate remedial measures can be suggested.
地下水在满足家庭和工业需要方面起着至关重要的作用。多年来,由于未经处理的工业废水的渗入和人为原因,大多数地下水源已经退化。为了应对这些挑战,本研究努力进入泰米尔纳德邦Noyyal河流域的地下水。利用arcgis软件9.3采集的数据,设计了水质指标。WQI在精确划分地下水水质劣化区方面发挥了重要作用。水质指数地图直观地说明了哪些地区可以进行城市化,哪些地区不适合进一步的发展活动。此外,如果确定了相应的致病因素,可以提出适当的补救措施。
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引用次数: 1
Flood Frequency Analysis - A Comparative Study of ANN and ANFIS 洪水频率分析——ANN和ANFIS的比较研究
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0118
D. Vijayalakshmi, K. Babu
The frequency of occurrence of extreme hydrologic event like flood is important in water resources planning and management. Though there is a definite relationship between the frequency of occurrences and magnitude of the extreme event, reliable prediction of maximum discharge remains as a challenge due to uncertainties and non-linearity of influencing parameters. Statistical techniques are commonly used for finding the maximum discharge and return period relationship. However, these techniques are generally considered to be inadequate because of the non-linearity of the problem. In this study, artificial neural network and adaptive neuro-fuzzy inference system are employed in order to capture the non-linear relationship between annual maximum discharge and frequency. The developed models are validated using Godavari River basin data. Performances of the developed models were compared with respect to root mean square errors, efficiency and coefficient of determination. Based on these results, it was found that artificial neural network performs marginally better than that of adaptive neuro-fuzzy inference system.
洪水等极端水文事件的发生频率在水资源规划和管理中具有重要意义。虽然极端事件的发生频率与极端事件的强度之间存在一定的关系,但由于影响参数的不确定性和非线性,最大放电的可靠预测仍然是一个挑战。统计技术通常用于寻找最大流量和回归周期的关系。然而,由于问题的非线性,这些技术通常被认为是不够的。本文采用人工神经网络和自适应神经模糊推理系统来捕捉年最大流量与频率之间的非线性关系。利用哥达瓦里河流域资料对所建立的模型进行了验证。在均方根误差、效率和决定系数方面比较了所开发模型的性能。基于这些结果,人工神经网络的性能略优于自适应神经模糊推理系统。
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引用次数: 0
Treatment of Textile Wastewater by Electrochemical Method 电化学法处理纺织废水的研究
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0124
A. Latha, P. Partheeban, R. Ganesan
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引用次数: 34
Axial Compressive Behavior of Recycled Aggregate Concrete Columns Externally Confined By Square Steel Tube 方钢管外约束再生骨料混凝土柱轴压特性研究
Pub Date : 2017-03-06 DOI: 10.21276/IJEE.2017.10.0101
Zhongjun Hu, Xuejiao Song
: By the axial compression tests on a total of 9 recycled aggregate concrete (RAC) columns confined by square steel tube, the effect of recycled coarse aggregate replacement percentage (RCARP) on the axial compressive strength was studied. Test results indicated that the failure modes of core concrete were diagonal shearing failure. With the increase of RCARP from 0% to 100%, the peak load of specimens decreased 14.5%. The simplified calculative method of bearing capacity was discussed by test data and theoretical analysis, which can provide a reference for engineering designers.
通过对9根方钢管约束下再生粗骨料混凝土(RAC)柱进行轴压试验,研究再生粗骨料替代率(RCARP)对柱轴压强度的影响。试验结果表明,核心混凝土的破坏模式为斜剪破坏。RCARP从0%增加到100%,试件峰值荷载降低14.5%。通过试验数据和理论分析,探讨了承载力的简化计算方法,可为工程设计人员提供参考。
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引用次数: 1
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International journal of Earth Sciences and Engineering
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