CFG桩复合地基加固高速公路软基的现场试验研究

CFG桩复合地基处理高速公路软基的设计参数是否合理,应看其实际发挥的承载能力及承载时变形的性状。通过对CFG桩复合地基桩、土应力和表面沉降的现场观测,研究了路堤荷载下CFG桩复合地基桩顶、桩间土的应力和沉降变化规律,根据实测数据分析了褥垫层厚度、桩间距及桩体强度等设计参数的合理性。结果表明,路堤荷载下,CFG桩、土最终可达到变形协调,桩、土应力比与桩、土沉降差有着密切的关系,疏桩形式时桩间土承担着大部分荷载;同时,CFG桩复合地基作为路堤荷载的地基时,可设计为桩间距较大的疏桩形式,桩体设计强度可以取得低一些,褥垫层厚度也应适当取大。     

基于RFPA2D复合局部挠曲岩体数值模拟

为研究复合局部挠曲岩体强度特征以及破坏规律,采用岩石真实破裂软件RFPA^2D,对水平层面挠曲30°,45°,60°,75°的复合岩体进行单轴压缩试验模拟。模拟结果表明:挠曲角为30°,45°,60°,75°的复合岩体破坏面几乎与挠曲段夹层重合,其挠曲端部均产生了垂直于挠曲段夹层的裂纹;复合单斜岩体与复合挠曲岩体破坏面的形成因素大致相同,夹层强度是2种岩体失稳的主要因素;复合挠曲岩体单轴抗压强度随挠曲角增大同样呈“U”型变化,与单斜岩体变化趋势一致;当水平层状岩体发生挠曲后,其单轴抗压强度减小,当挠曲角为60°时,强度降低25.19%,当挠曲角为75°时,强度降低0.17%。;随着均质系数m的增大,复合挠曲岩体单轴抗压强度以及轴向应变均出现逐渐递增的趋势,且不同m值,其岩体裂隙扩展方式具有明显差别。     

西南山地区域森林火险综合预报模型研究——以重庆市为例

森林火灾严重破坏森林生态系统的结构和功能,针对其风险预报开展研究具有重要的理论意义和应用价值。通过融合气象、地表覆盖和人类活动等要素的方式构建森林火险综合预报模型,是西南山地区域森林火险综合预报业务化应用的重要发展方向。基于《森林火险气象等级》国家标准(GB/T 36743-2018),本文研究首先构建了重庆市森林火险气象风险预报模型。然后通过融合可燃物因素和人为因素的方式,进一步构建重庆市森林火险综合预报模型。最后利用历史火点数据针对上述两类模型的精度进行对比和分析。研究结果表明:重庆市森林火灾发生次数较多,且呈现出季节性规律;重庆市森林火灾的发生不仅受到气象条件的影响,而且受到地表覆盖和人类活动等多种要素条件的共同影响;与森林火险气象风险预报结果相比,森林火险综合预报结果在空间分布上具有更高的精细程度;森林火险综合预报模型能有效提高森林火险等级预报精度。     

化学混凝法去除稠油废水中的硅

以新疆油田稠油废水为研究对象,采用化学混凝除硅方法对稠油废水进行处理。实验结果表明:采用锌复合混凝剂的混凝、软化及镁剂除硅相结合的方法具有较好的除硅效果。确定了最佳除硅配方:NaOH的加入量为500~600mg/L,除硅剂MgCl2.6H2O的加入量为700~800mg/L,锌复合混凝剂加入量为100~150mg/L,处理后废水中SiO2的质量浓度小于50mg/L,达到热采锅炉的用水标准。     

响应面法优化酸性玫瑰红B光催化氧化的影响参数

利用中心组合设计和响应面分析方法对影响UV/TiO2光催化降解酸性玫瑰红B的主要因素(初始pH值、K2S2O8浓度、TiO2浓度)进行分析.其中初始pH值、K2S2O8浓度和TiO2浓度的高、低水平分别为4-5.6,26-36mg·l-1和0.53-1.87mg·l-1,分析参数为脱色率的变化.通过使用Design-Expert 5软件可得到1个2次响应曲面模型,最佳的初始pH值、K2S2O8浓度和TiO2浓度分别为4.69,29.73mg·l-1和1.18 mg·l-1,脱色率达到最大(94.21%).     

长短桩复合地基承载力发挥系数取值研究

根据水泥土长短桩复合地基试验结果,得到了考虑荷载水平的水泥土长短桩复合地基承载力计算公式。然后,考虑复合地基中桩体、桩间土和复合地基沉降量之间的相互关系,利用现场载荷试验成果,对单桩复合地基和长短桩复合地基的桩间土承载力发挥系数和合理的s/b取值范围进行了对比研究,得到了长短桩复合地基桩间土承载力发挥系数的计算方法。结果表明:长短桩复合地基桩体先于桩间土出现破坏,桩体极限荷载点对应的复合地基s/b值为s/b的上限;当垫层模量Ec为100M Pa时,长短桩复合地基s/b上限为0.0034,对应的桩间土承载力发挥系数为0.29。     

复合材料静态处理煤矿高浓度含锰废水的研究

针对目前云南省某煤矿排放废水中Mn~(2+)超标的问题,利用一种新型复合材料进行除锰试验.该复合材料是纳米分子筛与硅藻土经合理复配后,掺入复配絮凝荆形成的.试验中优化了不同材料的复合方式、絮凝剂的复配比例与用量.利用复配的多孔材料,对云南某煤矿含有大量悬浮物、Mn~(2+)质量浓度为5.32 mg/L的黑色废水及Mn~(2+)质量浓度为42.mg/L的红褐色废水进行了Mn~(2+)去除效果研究.结果表明,黑色废水中Mn~(2+)去除率达到70%,出水pH值为7.9;红褐色废水中Mn~(2+)去除率达到91.0%,出水pH值为7.1.与此同时,还研究了废水中Fe~(3+)、固体悬浮物(SS)对Mn~(2+)去除效果的影响,废水中Fe~(3+)的存在使pH降低,并与Mn~(2+)产生竞争吸附,对复合材料除锰有不利影响,而SS的存在对Mn~(2+)的去除效果没有显著的影响.     

刚性桩复合地基的理论、实测与安全性研究

科学合理的设计理论是工程安全性和经济性的保障,现场监测是确保工程安全和质量最有效的手段。本文以提高刚性桩复合地基工程的安全性为目的,围绕关乎建筑物安全的“沉降量”等参数指标,从设计理论与试验监测两个方面开展研究。本文完善了刚性桩复合地基的设计理论,通过现场监测试验取得了第一手的数据资料,可作为今后类似工程的设计和施工参考。本研究为进一步提高刚性桩复合地基的安全性提供了理论和实践保障。     

Transformations of particles, metal elements and natural organic matter in different water treatment processes

Characterizing natural organic matter （NOM）, particles and elements in different water treatment processes can give a useful information to optimize water treatment operations. In this article, transformations of particles, metal elements and NOM in a pilot-scale water treatment plant were investigated by laser light granularity system, particle counter, glass-fiber membrane filtration, inductively coupled plasma-optical emission spectroscopy, ultra filtration and resin absorbents fractionation. The results showed that particles, NOM and trihalomethane formation precursors were removed synergistically by sequential treatment of different processes. Preozonation markedly changed the polarity and molecular weight of NOM, and it could be conducive to the following coagulation process through destabilizing particles and colloids; mid-ozonation enhanced the subsequent granular activated carbon （GAC） filtration process by decreasing molecular weight of organic matters. Coagulation-flotation and GAC were more efficient in removing fixed suspended solids and larger particles; while sand-filtration was more efficient in removing volatile suspended solids and smaller particles. Flotation performed better than sedimentation in terms of particle and NOM removal. The type of coagulant could greatly affect the performance of coagulation-flotation. Pre-hydrolyzed composite coagulant （HPAC） was superior to FeCl3 concerning the removals of hydrophobic dissolved organic carbon and volatile suspended solids. The leakages of flocs from sand-filtration and microorganisms from GAC should be mitigated to ensure the reliability of the whole treatment system.     

Benchmarking Optical/Thermal Satellite Imagery for Estimating Evapotranspiration and Soil Moisture in Decision Support Tools

Generally, one expects evapotranspiration (ET) maps derived from optical/thermal Landsat and MODIS satellite imagery to improve decision support tools and lead to superior decisions regarding water resources management. However, there is lack of supportive evidence to accept or reject this expectation. We “benchmark” three existing hydrologic decision support tools with the following benchmarks: annual ET for the ET Toolbox developed by the United States Bureau of Reclamation, predicted rainfall‐runoff hydrographs for the Gridded Surface/Subsurface Hydrologic Analysis model developed by the U.S. Army Corps of Engineers, and the average annual groundwater recharge for the Distributed Parameter Watershed Model used by Daniel B. Stephens & Associates. The conclusion of this benchmark study is that the use of NASA/USGS optical/thermal satellite imagery can considerably improve hydrologic decision support tools compared to their traditional implementations. The benefits of improved decision making, resulting from more accurate results of hydrologic support systems using optical/thermal satellite imagery, should substantially exceed the costs for acquiring such imagery and implementing the remote sensing algorithms. In fact, the value of reduced error in estimating average annual groundwater recharge in the San Gabriel Mountains, California alone, in terms of value of water, may be as large as $1 billion, more than sufficient to pay for one new Landsat satellite.