黑沙蒿根系抗拉特性及其与化学成分的关联性

[目的] 探讨根系抗拉特性与主要化学成分含量的关联性，以期充实根系固土力学特性研究以及提供矿区生态恢复和植物保护的理论支持。[方法] 以神东矿区广泛分布的多年生灌木黑沙蒿（Artemisia ordosica）为研究对象，利用TY8000伺服式强力机，研究1~4 mm径级直根段、含侧根分支处根段抗拉材料的力学特性并测定各径级的纤维素、半纤维素和木质素，研究根系材料力学及其与化学成分的关联性。[结果] ①随着根系直径增加，黑沙蒿直根段、含侧根分支处根段抗拉力增加，而抗拉强度和杨氏模量减小，且抗拉力、抗拉强度和杨氏模量都与根系直径呈幂函数关系。②直根段、含侧根分支处根段化学成分含量差异显著（p<0.05），平均化学成分含量为：半纤维素（31.69%，32.18%） > 木质素（28.42%，25.30%） > 纤维素（15.50%，15.35%）。③随着根系直径增加，直根段纤维素含量减小，半纤维素和木质素含量增加，而含侧根分支处根段纤维素含量减小，半纤维素和木质素含量无变化。④直根段抗拉强度、杨氏模量与纤维素极显著正相关（p<0.01），与半纤维素、木质素极显著负相关（p<0.01）。含侧根分支处根段抗拉强度、杨氏模量与纤维素极显著正相关（p<0.01），与半纤维素、木质素无相关性。[结论] 黑沙蒿根系抗拉特性与化学成分表现出一定的相关性，且纤维素是影响灌木根系材料力学特性的主要化学组分。     

深厚覆盖层上混凝土防渗墙服役性能分析

【目的】研究混凝土面板砂砾石坝防渗墙的应力变形及实际防渗效果,为高寒地区深厚覆盖层类似工程的设计与施工提供依据。【方法】以青海省纳子峡混凝土面板砂砾石坝为研究对象,在防渗墙施工及运行初期(2012-05-2018-01)对其进行应力监测、变形监测、渗流监测,对所得监测数据进行统计分析,进而评价防渗墙的实际工作状态。【结果】纳子峡混凝土面板砂砾石坝防渗墙各测点应力及变形表现稳定,在施工期防渗墙钢筋的应力变化因受地面施工等因素影响主要承受拉应力,且向上游侧倾斜;在水库运行期间(2014-09-2018-01),墙体受到来自上游的水压力,主要承受压应力,且向下游侧倾斜;布置在墙体上游侧的渗压计渗透压力远大于下游侧各测点,表明防渗墙防渗效果良好,渗透压力受测孔孔内水位影响,且随库水位表现出一定的周期性变化规律,库水位每抬升(或下降)1 m,墙体下游侧各测点渗透压力增加(或减小)约0.6 kPa。【结论】纳子峡大坝混凝土防渗墙在其施工及运行初期应力变形较为稳定,防渗效果良好,能为大坝的安全提供保障。     

三层实木复合地板弯曲变形原因及控制措施

阐述了三层实木复合地板的结构特点,对其产生弯曲变形的原因进行分析,并结合生产实际提出了三层实木复合地板的质量控制措施。     

Numerical simulation of deformations and forces of a floating fish cage collar in waves

The dynamic behavior of a fish cage collar in waves was investigated using a numerical model based on the finite element method. The floating collar and mooring system were divided into a series of line segments modeled by straight massless model segments with a node at each end. To verify the validity of the numerical model, research data from other authors were cited and compared with the simulated results, the comparison of results showed a good agreement. The numerical model was then applied to a dynamic simulation of a floating cage collar in waves to analyze its elastic deformation and mooring line tension. The simulated results indicated that the greatest deformation of the collar taken place in the position of the mooring line connection point when incident waves were in the same direction. An increase in the length of mooring line would help to decrease the mooring line tension of the collar. Furthermore, the effects of collar dimension, including collar circumference, pipe diameter in cross-section, and pipe thickness, on the dynamic behavior of the floating collar were discussed. The results of this study provided a better understanding of the dynamic behavior of the fish cage collar.     

基于SHPB试验的桦木压缩动力学特性

【目的】利用木材动态压缩加载试验研究热磨机研磨解离破碎阶段木材原料受动态压缩载荷的动力学特性，并研究应变率、加载方向对木材原料动力学特性的影响，旨在深化木材原料研磨解离机制的研究，为热磨法纤维分离设备及磨片的齿形结构优化设计提供理论指导。【方法】利用 Hopkinson 杆试验装置对含水率为12.65%、密度为0.50 g·cm －3的桦木试件进行应变率约为400，800，1200 s －1，加载方向为径向、弦向和轴向的动态压缩试验，获得桦木在不同应变率及方向上动态压缩加载的解离特征、动态应力－应变曲线及相应的力学特性。【结果】对比分析各组试验后试件的破坏形态发现：1)当应变率约为400 s －1时，径向、弦向和轴向加载的试件主要发生塑性变形；2)当应变率约为800 s －1时，径向加载试件被解离成几大块，并且有一些“火柴棍”状的小试件从大试件上剥离；弦向加载试件沿加载方向上产生更大的塑性变形，并且在试件上、下两端处沿加载方向产生贯穿性裂纹，试件被解离成三大块；轴向加载试件受载面边缘处的纤维大量产生压溃现象，在加载面上产生贯穿性裂纹且有片状小试件从大试件上剥离；3)当应变率约为1200 s －1时，径向加载试件被解离成大量“火柴棍”状的小试件，并且小试件的尺寸明显小于应变率为800 s －1时；弦向加载试件沿加载方向上产生的塑性变形与应变率为800 s －1时相当，但是试件上端处被解离成许多片状的小试件，并且沿加载方向试件上产生了数条贯穿整个试件的大裂纹；轴向加载试件被解离成大量短粗状的小试件，并且小试件上带有明显的褶皱。对比分析各组试验试件的应力－应变曲线发现：1)动态压缩加载条件下桦木的应力－应变曲线可以由屈服点应变分为弹性阶段和屈服后弱线性强化阶段2部分；2)桦木沿径向加载应变率约为400，800，1200 s －1时，其屈服强度和韧性模量分别为4.56，10.49，14.22 MPa 和2.88，8.32，20.70 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，屈服强度和韧性模量分别增加了2.11和6.19倍；3)桦木沿弦向加载应变率约为400，800，1200 s －1时，其屈服强度和韧性模量分别为5.87，7.90，9.65 MPa 和2.53，7.41，12.92 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，其屈服强度和韧性模量分别增加了0.64和4.10倍；4)桦木沿轴向加载应变率约为400，800，1200 s －1时，其屈服强度分别为22.90，71.41，96.37 MPa 和18.79，67.74，114.32 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，其屈服强度和韧性模量分别增加了3.21和5.08倍。【结论】随着应变率的增加，桦木的解离程度加大，径向加载最易解离，轴向加载最难解离；桦木的动态压缩屈服强度、动态压缩韧性模量具有很强的应变率敏感性，是一种应变率敏感材料。     

内蒙古京津风沙源治理工程土壤风蚀控制效益研究

2000—2013年内蒙古风沙源治理工程区风蚀模数整体呈现下降趋势,风蚀程度有所减轻。5个亚治理区风蚀模数差异较大,其中浑善达克沙地治理区风蚀模数最高,其他依次为科尔沁沙地南缘治理区﹥乌兰察布高平原退化草原、荒漠草原治理区﹥锡林郭勒高平原-乌珠穆沁沙地盆地退化草原治理区﹥华北北部丘陵山地水源涵养治理区。工程区土壤风蚀量明显减少,2001—2013年累计净减少1 370 446.65×104t,其中,乌兰察布高平原退化草原、荒漠草原治理区累计净减少风蚀量最大;其次为锡林郭勒高平原-乌珠穆沁沙地盆地退化草原治理区。风力是造成内蒙古风沙源工程区土壤侵蚀的最主要营力。2000—2013年,工程区风蚀模数与风蚀量的逐步降低说明,京津风沙源治理工程实施十余年以来,通过实施各类治理措施,工程区土壤风蚀得到初步控制,工程区生态状况趋向好转,随着森林资源总量与质量的提高,水土流失状况进一步改善,沙化土地治理初见成效。     

肇松松花江特大桥高程监控中温度影响的探讨

在悬臂浇筑法施工中，如何控制主梁的标高及其变化，是施工监控所要解决的首要问题之一。而影响悬臂浇筑法施工的因素众多，有梁体自重、张拉力、混凝土的收缩、徐变、活载和温度变化引起标高变化。在肇松松花江特大桥施工控制实践中，温度变化引起悬臂箱梁标高不断发生变化，主要是竖向温度场的变化引起各悬浇块标高的变化，即由日照温度变化引起的变形。此项变形值在施工高程控制中以实测的温度变形速度计入。     

地下防水工程渗漏水的修堵

作者结合实践,分析了地下工程渗漏水的原因往往是由于设计不合理及施工不规范而造成的,并提出了相应的防治措施。     

Prediction of the buckling stress of intermediate wooden columns using the secant modulus

We made several buckling tests of wooden columns with intermediate slenderness ratios () and examined the empirical formulas. On the basis of the examination, we formulated an equation for predicting the buckling stress () of an intermediate wooden column. Sitka spruce (Picea sitchensis Carr.) and buna (Japanese beech, Fagus crenata BI.) were used for the studies. A compressive load was applied on the specimen supported with pin ends, and the buckling stress was predicted by the tangent modulus theory and two empirical equations: those of Tetmajer and Newlin-Gahagan. The predicted - relations were compared with the test results, and the applicability of these predictions were examined. Based on the comparisons, we formulated an equation that can predict the - relations of materials with various stress-strain characters in the plastic strain range.     

Growth and water potential of j-rooted loblolly and eastern white pine seedlings over three growing seasons

The effects of j-rooting on water stress and growth of loblolly (Pious taeda L.) and eastern white pine (Pious strobus L.) were examined over three growing seasons in the field. Seedlings were planted in an area with severe herbaceous competition with either their roots planted straight or bent into a j shape. All seedlings were planted with their root collars placed at the soil surface. During the first year j-rooted seedlings consistently had lower water potentials but never statistically significant. Since both treatments were planted with the root collar at the soil surface, this trend was likely due to an initial shallower root system in j-rooted seedlings. In year three no differences in water potential were significant and no trends were evident. Growth did not differ significantly by treatment at any time but, by year three, j-rooted plants were consistently larger for both species.