饱和度及干密度对弱膨胀土土水特征曲线影响

采用滤纸法测量不同干密度下试样的总吸力与基质吸力,并绘制相应的土水特征曲线,分析饱和度与干密度对土水特征曲线的影响.实验结果表明:在饱和度一定时,总吸力与基质吸力均随干密度的增大而增大;随饱和度增大,不同干密度的总吸力差值和基质吸力差值逐渐减小;另外,试样的排水速率随饱和度的增大而减小,且干密度越大,排水速率越慢.在较低含水率时,试样的总吸力和基质吸力随干密度的增大而增大,随含水率的增大,干密度对总吸力和基质吸力的影响逐渐弱化.     

木材横纹压缩大变形应力－应变关系的定量表征

在１００—１３００ｋｇ／ｍ３的密度变异范围选取１７种阔叶树试树，采用典型的６种木材压缩加工条件（气干·２０℃：饱水·２０℃：饱水·１００℃３种条件与约束条件相组合），进行横纹大变形压缩试验和数字化数据采集，经数据分析处理，建立了定量描述木材横纹压缩大变形全领域应力－应交关系的数学表达式。该式的适用性对本试验范围内的各树种、压缩工艺条件均为有效，计算值与实测值十分吻合。     

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。     

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.     

Compressive deformation of wood impregnated with low molecular weight phenol formaldehyde (PF) resin II: effects of processing parameters

To obtain high-strength phenol formaldehyde (PF) resin-impregnated compressed wood at low pressing pressure, the effects of resin content, preheating temperature, pressing temperature, and pressing speed on the compressive deformation of oven-dried low molecular weight PF resin-impregnated wood was investigated. With an increase of PF resin content, the Youngs modulus of the cell wall perpendicular to the fiber direction decreases, and collapse-initiating pressure decreases linearly with the Youngs modulus. This indicates that the occurrence of cell wall collapse is strain-dependent. By increasing preheating temperatures, the collapse-initiating pressure increases due to the increment of the Youngs modulus of the cell wall. An increase in pressing temperature results in the thermal softening of the cell wall and causes collapse at a lower pressure. The wood is compressed effectively despite accelerated resin curing. The pressing speed significantly affects the viscoelastic deformation of the cell wall and the wood is well deformed with decreasing pressing speed, although the differences in density and mechanical properties are relatively small after a pressure-holding period of 30min. In all the parameters examined in this study, the Youngs modulus and bending strength increase with increasing density.     

Current Research and Development on Deformation and Fixation of Bended Wood and Wood-based Composites

There are many advantages of bended wood,such as good-looking shape,simple process and low cost.The product,however,is easy to get recovery,which is urgent to be dealt with.This paper concludes the features of deformation and recovery of bended wood and wood-based composites and summarizes four treating methods to keep dimensional stability.Compared to bended solid wood,some elementary perspectives on the research of bended wood-based composites are presented.The purpose of this paper is to suggest:1)to investigate the optimum heating time and temperature that bended wood and wood-based composites need from the formation of deformation to the recovery and to the permanent fixation,according to its changes of dimensional stability such as curvature radius;2)to measure the composites comprised of wood and adhesives on the changes of stress relaxation,dynamic viscoelasticity and crystal1ization field;3)to quantitatively analyze changes of the major components in wood cell wall polymers as well as the composites under heat/steam treatment and untreated conditions.It will be helpful for subsequent research to clarify on the mechanisms of permanent fixation of bended wood and also contribute to that of wood-based composites.     

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。     

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。     

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.