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研究目的:确定郑西客运专线湿陷性黄土填料的改良技术和填筑压实工艺。研究结果:水泥改良湿陷性黄土最大干密度随时间呈衰减趋势;水泥改良湿陷性黄土的压实厚度严格控制在30 cm以内,松铺系数为1.1~1.2;水泥改良陷性黄土不适合采用强振碾压,一般来说静压的施工效果较好,碾压遍数控制在4~5遍;水泥改良湿陷性黄土的含水率对压实度影响较大,含水量偏差应控制在-0.5%~ 1.5%;尽量缩短水泥改良土从拌和到碾压完成的时间,遵循“三快一密实原则“:快速摊铺、快速整平、碾压密实、快速检测,确保碾压和检测在水泥初凝前完成。 相似文献
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膜电解法处理含镍废水的技术经济性能研究 总被引:3,自引:0,他引:3
采用单阴膜电解法对含镍废水进行处理,在理论分析的基础上研究了电解液pH值、Ni^2+浓度、电流强度等影响因素。实验结果表明,对于pH值为0.5-1.0、Ni^2+的平均质量浓度为1400mg/L的含镍废水,在电解电流150mA、电压5V的条件下,控制电解时间为20-24h,调节电解液初始pH值为4,采用离子交换法将Ni^2+富集到14000mg/L时,平均电流效率可达到90.7%,镍的平均去除率为88.7%,可比普通电化学法电流效率提高30%,节能50%以上。 相似文献
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This research evaluated the status of vegetation cover at right of way locations. Site factors that contributed to low and high ground cover along roadsides and medians were identified. Twenty-nine roadside and median study sites incorporated variability in soil type, elevation, vegetation establishment and cover, seed mixture, slope, aspect, time since planting, and climate. Vegetation cover was measured, and species distribution was identified. Slopes, aspects of the sloping face, and elevations were recorded. Soil samples were tested for nutrients, minerals, texture, and pH. Approximately 50% of the test sites met the 70% cover criteria. Locations of the worst cover (<50%) had soils with high soluble salt content (0.36–1.54 mmhos/cm) or low organic matter values (<1.7%). Vegetation cover was dominated by tall fescue (Festuca arundinacea) and crownvetch (Coronilla varia L.), two species that were included in the current seeding mixture and are considered invasive. To further promote revegetation success and persistence, both maintenance and site specific seed mixtures are needed. 相似文献
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通过对北海堤围垦工程平面布置的研究,分析低滩围垦工程的堤轴线布置,研究低滩围垦平面布置形式,并通过数模试验进行验证。 相似文献
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路基填方过度碾压开裂的力学分析 总被引:1,自引:1,他引:0
结合兰州市北滨河路银农段路堤填筑施工中出现的大范围的表层裂缝,选取合适的应力函数进行力学分析.从而找到了产生这种裂缝的力学机理.提出防止出现类似裂缝的措施,以指导施工。 相似文献
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