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In addition, the paper analyzed the influence of fractal dimension values on the compaction characteristics, and indicated that the fractal dimension values was the representation of gradation, the gradations with different fractal dimension values had different compaction process and energy dissipation, but the trend of compaction curve was consilient.

通过分析分维值对级配实特性的影响,认为分维数是级配的表征,不同分维数级配的实过程以及实耗能也不一样,但其实曲线变化趋势一致。

The reliability of analysis result depends largely on the in-house experimental conditions. Unlike the previous analysis that only concerns the sole effect of permeable pressure, this article considers both permeable and confining pressure and deformation characteristics of concrete material under the interaction of them according to the real work state of construction, which may leads to the changing pattern of permeable rate as listed below: permeable rate always reaches its peak with the time process going on, than goes down and remains straight on some certain value; The PR will tend to decline while the confining pressure is increased, and the time taken before the peak will be extended as well; Under the constant permeable pressure and circularly changing confining pressure, the minus-exponential ascend and descend relationship could be applied between the PR and Time axes respectively with crannied and intact concrete samples, and the PR of crannied concrete is far more larger than that of intact concrete. The change pattern of concrete could also be mathematically analogized using the least square method.

室内的实验条件是研究成果可靠性的重要因素,而以往的研究都只考虑了渗透单一作用,本文根据混凝土结构的实际工作状态,同时考虑了围与渗透共同作用下的混凝土材料的渗透性变化特征,得出了混凝土材料在围作用与渗透共同作用下的渗透率的变化规律:渗透率都是随时间推移先达到一个峰值,再降低并趋于平稳;渗透率会随围的增大而减小,并且峰值的到达时间也会随之延长;在渗透不变,围升降循环的情况下,有裂缝、无裂缝混凝土的渗透率变化规律是随时间成负指数关系上升、下降,且有裂缝混凝土试件的渗透率远远高于无裂缝混凝土的渗透率,并对混凝土的变化规律运用最小二乘法进行数学拟合。

Before fissuration, osmotic adjustment occurred by the addition of solute to cells and decreasing the loss of water in the body, so that it could maintain normal turgor pressure during drought. After fissurate growth, turgor pressure was maintained by higher cell and tissue elasticity lower ε(superscript max and by osmotic adjustment for normal plant development in dry conditions and to avoid dehydration under water stress during the drought period, but it also became more sensitive to water stress. The ability to maintain turgor pressure varied from strong to weak during the period before, during and after fissuration. Fissurate growth decreased the ability of P. mongolica to maintain turgor pressure and led to changes in walls related to drought tolerance.

结果表明:1未劈裂绵刺主要通过增加细胞内溶质,减少细胞内的水分丧失来进行渗透调节,从而在干旱胁迫下能够维持正常的膨。2己劈裂绵刺通过渗透调节和高的组织弹性两条途径来共同保持膨,以抵抗不良的生存环境;同时对环境水分胁迫具有较高的敏感性。33种状态绵刺保持膨的能力由强到弱依次为:未劈裂绵刺、正在劈裂绵刺、已劈裂绵刺。4劈裂的发生导致绵刺保持膨能力的降低,同时耐旱方式和途径发生了变化。

The result s indicate that there are synergy effect s between pile and foam under flatwise compressive st rength and fabric piles f ractured under flatwise compression. The flatwise compressive and shear st rength decrease with increasing of the pile height . The flatwise compressive st rength increases as exponent with increasing of the foam density.

结果表明,三维间隔连体织物泡沫夹层结构复合材料承受平载荷时,芯柱和泡沫存在协同效应;平载荷作用下主要发生芯柱断裂破坏;随着芯柱高度增加,平、剪切强度均减小;随着泡沫密度增加,平强度近似呈指数增长。

According to the order, the data of Caragana Korshinskii Kom is about 6.07 J/cm~2, 23.67 MPa, and 1787.98 MPa separately, and the data of Vitex is about 11.78 J/cm~2, 48.06 MPa and 3544.36 MPa separately. Additionally, the data of Fourfold Acacia is about 10.09 J/cm~2, 40.78 MPa and 2304.87 MPa , whereas the data of Grewia biloba var.parviflora is about 8.47 J/cm~2, 65.88MPa and 2523.88MPa respectively. The impact toughness four shrubs is in the bound of the data of wood in China, but the compressive strength and compression elastic modulus parallel to grain are some small than those of ordinary wood.

柠条的冲击强度为6.07J/cm~2,顺纹抗强度为23.67MPa,顺纹抗弹性模量(来源:AB75C论文网www.abclunwen.com)为1787.98MPa;荆条的冲击强度为11.78J/cm~2,顺纹抗强度为48.06 MPa,顺纹抗弹性模量为3544.36MPa;四倍体刺槐冲击强度为10.09 J/cm~2,顺纹抗强度为40.78 MPa,顺纹抗弹性模量为2304.87 MPa;扁担木的冲击强度为8.47J/cm~2,顺纹抗强度为65.88MPa,顺纹抗弹性模量为2523.88 MPa。

The properties of different asphalt mixes specimens made with Marshall compaction, vibration compaction, gyratory compaction, and roller compaction methods were evaluated and compared with real asphalt pavement.

应用二维数字图像处理技术,对采用Marshall击实、振动实、旋转实和轮碾实等不同实方法沥青混合料内部结构特性进行了分析和评价,并与真实路面结构内部特性进行对比。

The project was based on the influence to the asphalt mixture volumectric property by the different compaction method (Marshall Compaction, Roller Compaction, Gyratory Compaction, Vibratory Compaction), a great deal of the experiments has been done with the consideration of the pratical construction. A lot of studies were carried out, such as the study of asphalt mixture image inquiring technique--"Colour Method", the feasibility study of the application of the 2D digital image processing technique on the asphalt mixture and the utiliztion of this technique on the compacting properties analysis of asphalt mixtures. A good beginning and foundation was made for the application of the digital image processing method on the study of the 3D asphalt mixture voluemetric components constitute.

本项目以研究不同沥青混合料成型方法(马歇尔击实、轮碾实、旋转实、振动实)对沥青混合料体积特性的影响作为切入点,结合实际工程,进行了大量试验,开展了&色彩法&沥青混合料图像获取技术研究、沥青混合料二维数字图像处理技术的可行性研究以及采用该技术分析沥青混合料实特性等研究工作,取得了一系列研究成果,为采用数字图像处理技术解决三维沥青混合料体积组成特性开创了良好的开端,奠定了坚实的基础。

With the different laboratory compaction method and the real pavement, the study of particle stability and density indicated that Marshall compacted specimen can not simulate the real pavement, the rolling and gyratory compacted specimen are the most similar with real pavement, vibrating compacted specimen is second similar with the real pavement.

针对不同试验室实方法成型试件和实际路面,从集料颗粒的稳定性和密实程度两个角度的对比研究表明,马歇尔击实成型试件法无法有效模拟实际路面,表现在其粗集料颗粒主轴取向无统计规律且与实际路面不具相关性;轮碾实和旋转实试件具有与路面最接近的稳定性和密实程度;振动实次之,虽然表现出具有使颗粒较好均匀分散成型的特点,但其粗集料颗粒骨架的稳定性不够理想,致使其密实程度相对不高。

To effectively control the spread of halobios by discharging ballast water, in February of this year, the IMO issued the Vessel Ballast Water and Sediment Control and Management Conventions with strict criteria for discharging ballast water. Many major shipping countries also strengthen their management over ballast water.

为了有效控制船舶载水排放导致的海洋生物入侵性传播灾害,国际海事组织于今年2月通过了《船舶载水及沉淀物控制和管理国际公约》,制定了严格的载水排放标准,许多航运大国也加强了对载水的监管力度。

With oil,gas,water as working fluids,the experiment studies of frictional pressure drop characteristics of oil gas,gas water two phase flow in vertical helically coiled tubes were carried out.

mm中采用两种直接取方式-缝隙取和小孔取,对单相摩擦阻力特性进行了实验研究,并通过改变缝隙宽度,研究缝隙宽度对降测量偏差的影响。

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