自密实混合骨料混凝土碳化试验研究

与普通骨料相比,陶粒具有轻质、多孔的特点,降低了混合骨料混凝土的碳化性能。采用加速碳化试验,研究了自密实混合骨料混凝土碳化性能。试验结果表明:2种自密实混合骨料混凝土加速碳化深度随着水胶比增加在增加,其增加值在不同水胶比范围内有明显差异;同水胶比混凝土加速碳化深度由大到小顺序为:自密实轻骨料混凝土和自密实混合骨料混凝土,其中筒压强度高的陶粒配制自密实混合骨料混凝土与自密实混凝土同龄期的加速碳化深度相当;同强度等级混凝土加速碳化深度由大到小顺序为:自密实混凝土、自密实混合骨料混凝土和自密实轻骨料混凝土。     

Testing the accuracy of imaging software for measuring tree root volumes

Manually measuring tree root characteristics can be inefficient and limiting. To test the application of a new digital technology in tree root architecture research, root systems from 29 green ash (Fraxinus pennsylvanica 'Patmore') trees were unearthed, cleaned, and photographed to create 3D models using structure from motion (SfM) photogrammetry. Three root segments from each root system were selected, marked, and removed after being photographed. The volumes of these segments (derived from the 3D models) were compared against volumes measured using water displacement. In addition to the root segments, model and water displacement volumes were compared for three complete root systems. Regression analysis showed a strong linear relation between the two volumes measurements (adjusted R² = 0.97 for the root segment data). The RMSE for the root segment volume estimates was 40.37 cm³ (12.3%), with a bias of 17.2 cm³ (5.3%). This error rate was similar to previous published work and suggests the technology used may allow researchers to improve efficiency in data capture, add new measurements (i.e., surface area) to their modeling efforts, and digitally preserve tree root systems for future study.     

大麦拔节孕穗肥施用时间探讨

通过分期施肥的方法 ,从分析大麦经济产量和生物产量结果、协调穗粒重三因素的作用以及与茎杆强度的关系 ,探索拔节孕穗肥最佳施用时间 ,以达到增产增收的目的。     

硅烷处理对Henequen纤维／PHBV树脂可生物降解复合材料界面粘结性能的影响

本文通过对Henequen纤维表面进行硅烷化改性，使得纤维与树脂间存在化学键合，提高了Henequen纤维与聚羟基丁酸与戍酸酯（PHBV）树脂复合材料界面剪切强度。Henequen纤维/PHBV复合材料界面剪切强度的大小用微粘结法（Microbond)测试，结果表明纤维经硅烷处理后可使界面剪切强度从未处理情况下的5.05Mpa提高6.34Mpa。     

对国产刨花板用单张浸胶纸贴面基板的评论

用单张浸胶纸贴面基材的刨花板,其性能要求与国定标准GB4896-4905-85有所不同。最重要的是需要缩小未砂光板的厚度偏差,从国内生产装备条件分析,可达到±0.3mm。表面必须用细刨花,不宜用尺寸过细的粉尘挂面。基板密度不超出0.65—0.73g/cm~3。从现有的商品板分析,各项强度指标尚可适当降低,以节省胶料。规模为3万m~3/年及5万m~3/年的刨花板厂按以上要求生产优质基板是可行的。     

水平灰缝网状配筋砖砌体受复合作用时的抗剪强度

本文基于对34个受复合作用试件的试验结果的理论分析,为水平灰缝网状配筋砖砌体的抗剪强度提出了一个有限元计算方法和一个实用计算方法     

道路钢纤维混凝土性能的探讨

本文论述了掺钢纤维对混凝土抗压强度、抗折强度及磨耗性能的影响，分析了钢纤维复合材料抗压强度、抗折强度及耐磨耗。试验证明，混凝土掺钢纤维可显著减少混凝土的磨耗和提高混凝土的抗折强度，使用在路面工程中是效果最好的。     

含腐蚀缺陷管道剩余强度的有限元法分析

采用有限元数值计算方法分析了腐蚀坑交互作用对管道剩余强度的影响，结果表明，对于轴向排列的两上蚀坑，其交互作用随蚀坑间距增大而减小，当蚀坑间距小于最小蚀坑轴向长度的两倍时，管道腐蚀剩余强度评价时应考虑交互作用的影响，当蚀坑间距大于最小蚀坑轴向长度的两倍时，管道腐蚀剩余强度评价时只需考虑最严重的腐蚀坑，对于环向排列的两个蚀坑，当仅有内压载荷时，不发生交互作用，只需依据最严重的腐蚀坑计算管道腐蚀剩余强度。     

刨花板吸水和吸湿特征及其对力学性能的影响

对刨花板的吸水性、吸湿性及其对力学性能的影响进行测定,结果表明,浸泡时间、试件大小和水的温度,对吸水特征均有明显影响,在吸水厚度膨胀率和吸水率之间,存在线性相关关系;相对湿度的变化,对刨花扳的吸湿厚度膨胀率和平衡含水率亦有明显影响。特别是相对湿度达到65%以上时,影响更为显著,并导致其静曲强度和平面抗拉强度显著降低。     

Field assessment of crusting on a tilled sandy clay loam

Nine different techniques were used to record the initial change in the physical and hydrological properties of a freshly tilled soil surface following successive cycles of wetting and drying. The study was made in the field on a sandy clay loam soil ploughed and harrowed and then exposed to three simulated rainfall events of 76 mm/h for 15 minutes. Although the degradation of the soil surface increased with each successive rainfall, the most significant changes were observed after the first rainfall. Qualitative observations of clod size distribution and crust development provide a good indication of the early stages of soil surface degradation. Complementary physical data were quickly obtained using a hand held shear vane. These techniques are simple and robust enough that they can be used in on-farm research programmes, where resources, both human and technical are at a premium. Tension infiltrometry provided hydrological information that complemented the physical information provided by the above techniques, but is not as simple.