冻融循环下红色砒砂岩水泥土力学性能试验研究

为实现砒砂岩作为一种自然资源的潜在利用价值,提高砒砂岩有效利用,将鄂尔多斯市准格尔旗的红色砒砂岩加入不同掺量水泥制成砒砂岩水泥土,进行不同围压、不同冻融循环次数条件下的不固结不排水三轴试验,得到了砒砂岩水泥土的各力学参数的变化规律,并通过超景深三维显微镜对砒砂岩水泥土的细观结构进行观测.结果表明:砒砂岩水泥土的应力-应变曲线呈应变软化趋势,随水泥掺量的增加其黏聚力和内摩擦角呈线性增长的趋势.砒砂岩水泥土的内摩擦角受冻融循环影响较小,而黏聚力受冻融循环影响较大.水泥掺量越多,砒砂岩水泥土的抗冻性越好,但其脆性特征越明显.对细观结构的观测进一步验证了冻融使得低掺量水泥的固化土细观结构发生较大改变,导致内部空隙增大,而水泥土随水泥掺量的增加其内部结构更加致密,从而提高了水泥土的抗冻性.     

Cultivation Influences on Soil Organic Carbon Associated with Texture in Seasonally Frozen Zones

[Objective] This study aimed to examine indicative roles of texture representing soil organic carbon presence and variability subsequent to cultivation under cold temperate climates with seasonal freeze-thaw events.[Method] Three chronosequences were selected for paired comparisons.Soil samples were collected at six depths with a 10 cm increment.Analysis of variance with general linear model and regression was performed for statistical analysis.[Result] In seasonally frozen soils where fragmentation of macroaggregates was stimulated,soil organic carbon level was positively associated with clay ＋ silt proportion due to a wider textural range,better than sole clay content.Exponential function better fitted the experimental data to present progressively increased effectiveness of clay ＋ silt content in maintaining carbon.Clay content explained 12％-41％ and 14％-43％ of variation via linear and exponential functions,respectively.Accordingly,clay ＋ silt content explained 47％-65％ and 46％-70％.[Conclusion] Texture reflected soil organic carbon occurrence as consequences of reclamation.For seasonally frozen soils with wider textural ranges,it is robust to adapt clay ＋ silt content as dependent variable and exponential function.The generated algorithms provided an available pathway to estimate soil organic carbon losses following cultivation and to evaluate soil fertility.     

In vitro suppression of quercetin on hypertrophy and extracellular matrix accumulation in rat glomerular mesangial cells cultured by high glucose

Quercetin's protective effects on the glomerulosclerosis of diabetic nephropathy (DN) in rat mesangial cells were investigated. The cell cycles, type IV collagen and laminin, TGF-β₁ mRNA, Smad 2/3 and Smad 7, and activities of cell antioxidases were measured. Compared with the high glucose group, quercetin may decrease the cell percentages of G₀/G₁ phase, Smad 2/3 expression, laminin and type IV collagen, and TGF-β₁ mRNA level significantly. The antioxidant capacity, the cell percentages of S phase and Smad 7 expression was significantly increased by quercetin. These results suggest that quercetin is a protective agent against glomerulosclerosis in DN.     

二灰碎石抵抗冻融破坏作用的研究

针对黑龙江省寒冷的气候特点,对已建公路二灰碎石半刚性基层的使用状况进行调查,分析破坏的原因,并与研究成果进行比较。利用低温实验室模拟自然环境进行冻融循环试验,确定二灰碎石在一定的冻融循环作用下的强度衰减系数,为冻融循环作用下的基层设计提供有一定可靠度的基层强度设计值,保证基层在使用周期内具有一定的冻融耐久性,从而可以提高道路使用质量和延长道路使用寿命,降低维护费用。     

高性能耐磨纸的研究

探索了不同的涂布量、胶粘剂的种类和用量对耐磨纸的耐磨转数、吸水高度和湿强度的影响，通过优化涂布工艺配方使耐磨纸的耐磨转数提高到7000转以上。     

紫薯淀粉对小麦淀粉凝胶特性的影响

以小麦淀粉和紫薯淀粉为材料，利用质构仪、核磁共振、动态流变仪和扫描电镜等分析了紫薯淀粉添加量（0～15%）对小麦淀粉凝胶特性的影响。结果表明：紫薯淀粉添加量在0～15%范围内，随着紫薯淀粉添加量的增加，小麦淀粉凝胶的弹性和内聚性显著增加(P < 0.05)，添加量为10%时，变化最明显。混合淀粉凝胶的弹性模量（G′）和粘性模量（G″）随着紫薯淀粉增加而增加，而损耗角正切值（tanδ）呈下降趋势且小于1，表明混合淀粉凝胶的固体性质增强。在冻融循环过程中，与纯小麦淀粉相比, 混合淀粉凝胶的脱水缩合率呈下降趋势，表明紫薯淀粉的添加使小麦淀粉凝胶强度增大，凝胶网络结构变致密，所以水分难以从淀粉凝胶网络结构中析出。低场核磁中的结果显示，紫薯淀粉的添加，使小麦淀粉凝胶中的一部分自由水转化为弱结合水，提高了混合凝胶的持水性；凝胶网络结构扫描结果显示，紫薯淀粉的添加使混合淀粉凝胶的孔洞分布均匀且孔洞变小。综合结果表明，紫薯淀粉可增强小麦淀粉凝胶的网络结构，改善小麦淀粉的凝胶特性。     

秸秆覆盖对季节性冻融期土壤水分特征的影响

以北方高寒区典型城市哈尔滨市为研究区域,通过冬季大田试验(试验周期2013-11-01—2014-04-30),设置自然无覆盖、覆盖秸秆厚度5、10、15 cm 4个处理,分别测定不同处理下20、40、60、100、140、180 cm深度土壤液态含水率以及气象数据,分析季节性冻融期秸秆覆盖对土壤水分变化特征的影响。研究结果表明:秸秆覆盖使0~60cm土层内液态含水率增加或减小的时间拐点发生延迟,随着秸秆覆盖厚度的增加其延迟效果越明显,但土壤冻结期的延迟效果比冻土融化期明显;秸秆覆盖阻碍了冻土融化初期融雪水入渗,使自然无覆盖处理液态含水率在20、40、60 cm土壤深度出现短暂的峰值,而在冻土融化末期秸秆覆盖抑制了土壤水蒸发,使各秸秆覆盖处理液态含水率在20、40、60 cm土壤深度又高于自然无覆盖。秸秆覆盖可有效平抑冻融期0~60 cm土层土壤液态含水率的变化幅度,且随着土壤深度的增加其平抑效果具有减弱趋势;积雪融水和秸秆覆盖的双重作用能够有效增加土壤墒情,但其增墒能力随着土壤深度的增加而降低,不同秸秆覆盖处理对0~60 cm土层的平均增墒能力由大到小排序依次为:15、10、5 cm。     

Effect of Reinforced-Concrete Deterioration on Structures

s:It is proposed that the research of the structural durability is necessary considering the structural damages under the effect of deterioration of reinforced concrete. The most common reasons, which cause the deterioration of structures in China, are reinforcement corrosion and freeze thaw cycles of concrete. Based on the summarizing of research works of the effect of reinforced concrete deterioration on structures, it is indicated that the structural durability research should be carried out either in view of material science or that of structural science, and should be also considered the interaction of several factors with uncertain nature instead of the determined individual factor analysis. The structural durability of serviceable should be paid much more attention while researching the durability of structural capacity. The effect of reinforced concrete deterioration on structural capacity, rigidity and durability should be researched henceforth.     

外掺植物纤维对冻融作用下植被混凝土抗剪强度的影响

[目的]研究外掺2种植物纤维对冻融作用下植被混凝土抗剪强度的影响,为植被混凝土生态防护技术在高寒地区的应用提供科学依据。[方法]参考相关标准(GB/T50082-2009)中的慢冻法,采用2因素3水平全面交叉试验开展研究。[结果]未掺植物纤维的植被混凝土,冻融后黏聚力显著减小,内摩擦角变化不明显。掺入植物纤维可使经受5次冻融循环作用后植被混凝土的内摩擦角平均增加5°左右,并且随植物纤维掺量的增加,内摩擦角变化无明显规律,黏聚力则呈先增加后减小的趋势。表明纤维加筋对黏聚力的贡献存在临界掺量。棕纤维掺量对黏聚力的影响比黄麻纤维掺量更为敏感。[结论]外掺植物纤维可有效改善植被混凝土抵抗冻融破坏的能力,棕纤维和黄麻纤维的建议掺入比为0.6%和0.6%,具备推广应用前景。     

黑龙江省冻融侵蚀形式及其危害

 通过对黑龙江省7种冻融侵蚀的表现形式、分布区域及危害程度的分析,提出今后黑龙江省冻融侵蚀研究工作的建议。