湿塑性水泥土增强研究

从水泥在水泥-水-粘土系统中水化的特点出发，阐述了湿塑性水泥土的强度形成过程，主要是依赖于水泥石的强度骨架与粘土之间的结构连接。通过实验，研究了几种外加剂对湿塑性水泥土的增强作用及其增强机理，结果表明，外加剂能改善水泥土的水化介质环境和结构粘接，可改善水泥土的稠度和强度。     

A Fully Continuous Supercritical Fluid Extraction System for Contaminated Soil

A fully continuous lab scale supercritical fluid extraction system has been designed, built and tested. The system continuously pumps carbon dioxide under supercritical conditions and soil slurry into a counter‐current contacting column. Delhi Loamy Sand, spiked with approximately 10 mg/g of naphthalene, was used as the testing soil. The soil slurry ranged from 0.0028 g dry soil per g slurry to 0.072 g/g. The operating temperature was 43°C and the operating pressure was 7.7 MPa. Near steady state, fully continuous flow was achieved with runs lasting as long as 2 h. All carbon dioxide samples contained measurable quantities of naphthalene and the measured mass transfer coefficients were as high as 4.6×10^?4 s^?1.     

磷渣掺和料对混凝土力学性能影响的试验研究

针对当前资源能源匮乏、大量固体废弃物处理困难并严重污染环境的情况,以黄磷工业产生的废渣-磷渣为主要研究对象,通过一系列的试验,研究了磷渣作为掺和料在混凝土中的应用.重点研究了磷渣掺和料对混凝土力学性能影响的规律,以期达到合理利用废渣资源、减少环境污染、提高混凝土质量、降低生产成本的目的.     

温度影响下压实红粘土持水特性研究

通过渗析法和水汽平衡法研究不同温度控制下干密度1.7 g/cm~3压实红粘土持水特性(SWRC:soil water retention characteristics)。试验结果表明:20℃下干密度1.7 g/cm~3压实红粘土进气值约为110 k Pa;试样控制的温度越高,压实红粘土样持水能力越低,土样进气值随着温度升高而减小,且呈线性关系;Van Genuchten(1980年)土水特征模型能很好的描述干密度1.7 g/cm~3压实红粘土持水特性曲线。     

利用十字板强度推算软土抗剪强度指标方法的探讨

软土结构性强,灵敏度高,常规室内试验测得强度参数偏小,而十字板剪切试验对土体扰动小,测定结果较为准确,但是十字板剪切试验无法直接得到土体的c,φ值,需要使用一定的方法进行转换。该文结合某一工程案例,探讨了目前常用的几种根据十字板剪切试验推算软土抗剪强度指标的方法,发现几种方法对于软土内摩擦角φ的推算均能达到较好的效果,但是粘聚力c偏大。最后,提出一种基于地基承载力公式修正c值的方法,对规范方法进行粘聚力修正,结果较为合理。     

花岗岩残积土-土工格栅界面的后循环剪切行为研究

花岗岩残积土在华南、东南沿海、南岳、新疆等地区广泛分布,前人的研究多集中在结构性及微观特性上,后循环加载、位移演化、土壤密度等因素对筋-土界面的剪切特性及加筋作用效果的影响评估研究较少。从循环试验剪切刚度这一重要参数入手,以加载次数、加载频率值、位移振幅值、土壤重度值为自变量,应用控制变量法,通过设计循环直剪试验,得到加筋花岗岩残积土的剪切应力与剪切位移、垂直位移与剪切位移关系曲线进行观察对比,结果表明:花岗岩残积土土工格栅界面剪切刚度受位移半振幅、土壤干重度影响很大,受加载频率影响很小,循环加载并没有弱化后循环界面剪切强度,剪切位移与位移半振幅呈负相关关系。     

土体固结粉在软土地基加固中的应用研究

针对上海地区软土地基特点,利用工业废渣为主要原料配制成新型土体固结材料——土体固结粉。通过室内的无侧限抗压强度及XRD试验得出其固化土的强度性能及加固机理;再通过室外原位搅拌桩施工及芯样试验进行分析,研究了土体固结粉在软土地基加固实际工程中的适用性。     

如何降低汽车涂装过程造成的污染

本文围绕汽车涂装过程中使用的涂装材料、涂装工艺及设备,阐述了降低汽车涂装过程中造成污染的措施,指出采用低污染材料、先进的生产设备,并优化生产工艺,是解决汽车涂装“三废”问题的有效途径。     

Nitrogen transformations during hydrolysis and nitrification of urea

Nitrogen transformations occurring in ten soils fertilized with urea were determined during incubation in the laboratory for four weeks. Urea was applied at one rate, but with different placement methods. Urea was applied in solution, as prills with a 1 cm grid spacing and as prills with no spacing. Unfertilized soils and soils amended with KNO₃ solution were included as controls.Nitrite accumulated in the majority of soils treated with urea, and the maximum nitrite concentration measured was directly related to initial soil pH. Cumulative gaseous N losses as percentages of applied N were: NH₃, 0-59.6; N₂, 0-4.9; N₂O, 0-9.9; KMnO₄-N, 0-1.3; CH₃ONO, 0-<0.1. No gaseous N evolution was detected in control treatments. Gaseous N losses were correlated with soil pH (NH₃) maximum NO ₂ ^- concentration (N₂, N₂O, KMnO₄-N) and organic C content (N₂, N₂O). Fertilizer placement effects were generally not significant and were small in comparison with differences between soils.

---

Resumo Foram determinadas, durante incubação em laboratório por quatro semanas, as transformações do nitrogênio ocorridas em dez solos fertilizados com uréia. A uréia foi aplicada a um só nivel, mas com diferentes métodos de aplicação: em solução e em grânulos com 1 cm de espaçamento de grade e em grânulos sem espaçamento. Solos não fertilizados e solos corrigidos com solução de KNO₃ foram incluidos como controles.O nitrito acumulado na maioria dos solos tratados com uréia e a concentração máxima de nitrito medido foram diretamente relacionados ao pH inicial do solo. As perdas cumulativas de N gasoso tomadas em percentagens de N aplicado foram: NH₃, 0-59.6; N₂, 0-4.9; N₂O; 0-9.9; KMnO₄-N, 0-1.3; CH₃ONO, 0-<0.1. Não foi detectada liberação de N gasoso nos tratamentos de controle. As perdas de N gasoso foram relacionadas com o pH do solo (NH₃), concentração máxima de NO ₂ ^- (N₂, N₂O, KMnO₄-N) e teor de C orgânico (N₂, N₂O). Efeitos da aplicação de fertilizante não foram de um modo geral significativos e foram pequenos em comparação com as diferenças entre os solos.

     

孔隙液体对透明土渗透特性影响对比试验

针对熔融石英砂与混合油、溴化钙及蔗糖等孔隙液体制配成的3种透明土试样,开展渗流液体与孔隙液体一致或者不一致两种情况下的常水头渗透试验,测得透明土材料在不同孔隙液体、粒径及相对密实度等情况下的渗透率,以及水在3种透明土试样中的渗透过程;并与福建标准砂相关试验结果进行了对比分析。进而开展透明土试样电渗可视化模型试验,初步探讨孔隙液体、渗透率等因素对电渗过程与机理的影响规律。试验结果表明,透明土试样渗透特性不仅与粒径分布、相对密实度等因素相关,而且与孔隙液体种类相关;混合油、溴化钙溶液制配成的透明土渗透率与天然砂土渗透率最为相近。