黄河流域多沙粗沙区植被覆盖变化与减水减沙效益分析

通过遥感手段和数字流域模型,研究了黄河流域多沙粗沙区近10来年的植被覆盖变化及其减水减沙效益。研究表明,多沙粗沙区90年代末期与80年代末期相比,植被覆盖度增加区域大约占50%,植被覆盖度没变化区域约占48%。植被覆盖度的变化导致了流域水沙条件的变化,90年代末期植被覆盖条件下,植被措施的减水减沙百分比不高;不同的降雨过程,植被措施的减水减沙效益有一定的差别;从不同降雨过程多年平均看,近10来年植被措施年均减水2.63亿m3,减沙1.13亿t,减水减沙比为2.75,即减1亿t沙的同时减水2.75亿m3,减水百分比为7.61,减沙百分比为10.56,减沙效益大于减水效益。     

土石坝无粘性粗粒料填筑标准和质量评价探讨

土石坝无粘性粗粒料填筑标准往往根据经验确定,而施工质量主要是通过碾压参数控制,理论依据不足。最大干密度和已建工程实践证明表面振动器法最大干密度与实际填筑干密度基本相等,可以直接指导设计和施工,据此提出了设计和施工控制标准;从砂砾石料、堆石料等无粘性粗粒料的特性探讨了填筑标准的适用范围,利用干密度与<5 mm粒径含量关系和填筑干密度,可以准确及时地对照填筑标准作出填筑质量评价结果。     

再生骨料绿化混凝土的研究

本文主要介绍了绿化混凝土的概念、分类,绿化混凝土构筑适合于植物生长环境的措施。通过对再生骨料绿化混凝土的原材料和配合比试验以及物理力学性能及耐久性能试验,为进一步的工程应用提供了可靠的依据。     

Use of zeolite-rich rocks and waste materials for the production of structural lightweight concretes

This paper aims at testing the use of mixtures constituted by natural zeolitized products and SiC-bearing industrial wastes (sludge deriving from polishing of porcelain stoneware tiles, hereafter DPM) for the production of lightweight expanded aggregates as constituents of structural and/or thermo-insulating lightweight concretes. Two commercial products have been used as zeolite natural source: Cab70 (Yellow facies of Campanian Ignimbrite) and IZclino (Turkish clinoptilolite-rich epiclastite). Different amounts of a calcareous material (Pozzano limestones — hereafter CP) from the Sorrento peninsula (Naples — Italy) were also added to a Cab70–DPM mixture. All raw materials were characterized by means of mineralogical (XRPD) and chemical (XRF) analyses. All the products and mixtures were tested from a technological point of view by means of fusibility and firing tests in order to evaluate the expanding properties. It was evidenced that the expansion of the mixture was deeply depending on the occurrence of SiC in the industrial waste. The addition of CP (10 wt.%) to the mixtures accounts for an even increased expansion, though this is accompanied by a worsening of the mechanical features of the material.These results along with literature data allowed to select 3 mixtures (70% Cab70–30% DPM, 70% IZclino–30% DPM, 60% Cab70–30% DPM–10% CP) and each of them was used for the preparation of 5 l of lightweight aggregates afterward employed for the manufacture of lightweight concretes. It was remarked that natural zeolitized materials mixed with DPM (30 wt.%) can provide lightweight aggregates with densities ranging between 0.8 and 1.0 g/cm³ suitable for the preparation of structural lightweight concretes. The addition to the mixture of CP (10 wt.%) produces less dense aggregates (0.6–0.7 g/cm³) potentially useful for the manufacture of thermo insulating lightweight concretes.     

构皮滩水电站烂泥沟砂石系统设计与实践

烂泥沟砂石系统是构皮滩水电站主体工程混凝土骨料加工的主要基地,共需加工混凝土骨料约600万m3,其料源为观景料场玉龙山灰岩,湿抗压强度大于50 MPa。该系统的骨料破碎筛分采用三段破碎四级筛分工艺,人工制砂采用棒磨机与立式冲击破联合制砂工艺。本文结合该系统工艺设计与施工,对系统设计中的关键技术进行了分析与总结。     

钢筋混凝土非正常裂缝的产生原因及应对措施

根据钢筋混凝土结构中非正常裂缝的种类，分析了各种裂缝的产生原因，并有针对性地提出了应对措施，以保证建筑物和构件安全和稳定地工作。     

影响GPS水准高程的因素及高程拟合方法的探讨

在简单介绍高程系统的基础上，对影响GPS高程精度的几何水准联测误差、卫星分布不对称、星历误差、多路径误差等因素逐一进行了分析，并提出了相应的改进措施。同时，还对高程拟合使用的稳健估计方法进行了探讨。     

基于随机骨料数学模型的混凝土弹性模量预测

按照混凝土试件的实际配比计算出各粒径区间的骨料体积含量,对骨料颗粒进行随机投放,生成随机骨料的数值模型。对不同形状骨料的随机骨料模型建立的体积表征单元(RVE)施加均匀位移边界条件,通过有限元方法计算该RVE中的应力和应变场,然后由细观力学数值均匀化方法预测RVE的有效弹性模量。数值计算结果和试验值的对比表明,基于随机骨料模型的混凝土弹性模量的预测是有效的,骨料含量为40%和60%时预测值与试验值相近;由多边形骨料模型得到的弹性模量略高于圆形骨料,骨料的空间分布对于预测结果的影响甚微。假定材料的细观单元力学性质服从Weibull分布时,预测的有效弹性模量结果偏低,且随均质度的减小而减小。     

我国云母分选技术现状及其在砂石行业中的应用前景

砂石原料中常含有云母,砂石骨料对云母的含量有严格规定。介绍了我国云母分选技术现状和研究进展,并结合其各项技术特点,初步分析了云母分选在砂石行业中的应用前景。分析结果表明,破碎筛分分选、摇床重选、磁选和风选等物理分选方法有较好的应用前景。