考虑地层渗透性各向异性的堤防工程三维防渗结构优化分析

在透水地基上修建长堤防工程,堤基防渗结构的渗控效应直接影响堤防的安全运行。根据岷江干流虎渡溪工程库区长堤防工程地质条件,采用三维渗流分析方法,对堤基高喷防渗墙的布置结构进行优化分析。结果表明：高喷防渗墙可有效降低堤后地下水水位,减小库水向堤后低洼保护区域渗漏,但其渗控效应受防渗结构空间展布长度、深度与渗透性以及地层材料渗透性各向异性的影响。满足低洼保护区域不溢出要求的防渗墙最小展布长度随其布置深度的增大和施工质量的提高而减小,防渗墙渗透系数小于1×10^-5 cm/s并将透水性强的覆盖层截断时,其渗控效应明显,若进一步提升防渗墙质量和布置深度则效果不显著。防渗墙质量的提高对堤防渗控效应的提升受地层材料渗透性各向异性的影响较小,而布置深度增大在渗透性各向异性比较大时对渗控效应与防渗结构优化设计的影响较大。随着地层材料渗透性各向异性比的增大,防渗墙所需最小空间展布长度逐渐增大,由各向同性时的180 m增大到220 m,且当渗透性各向异性比较大时,可能有必要增加防渗墙布置深度。     

双环戊二烯改性不饱和聚酯树脂的研究

探讨了双环戊二烯改性不饱和聚酯树脂的各种影响因素及其合成的主要工艺条件。当顺酐和苯酐的物质的量的比为0.22;双环戊二烯和总酸的物质的量的比为0.15;催化剂用量为0.24%;苯乙烯用量为30%～35%;封端温度控制在155℃;加成时间为3h时,合成的树脂具有良好的气干性。     

饱和砂土吸力基础沉贯过程中渗流场分布

针对不同长径比的传统吸力基础及裙式吸力基础,采用有限元数值模拟的方法,研究其在饱和砂土内吸力沉贯过程中的土体渗流场分布规律。研究结果表明:传统吸力基础在沉贯过程中,土中渗流场均呈现层状分布,水头等值线密集分布于主桶内部土体,相对比较平缓;而主桶外部水头等值线变化较小且分布比较稀疏。裙式吸力基础渗流场主要存在于主桶内部和裙结构内部,并向外扩散至部分土体。吸力沉贯过程中土体的水头损失主要集中在主桶内部和裙结构内部,土体中的孔压分布和传统吸力基础规律一致,即成层状分布并未出现泡状的孔压分布形式。研究成果对揭示吸力基础沉贯机理有理论指导意义。     

不饱和酸结构对不饱和聚酯树脂固化行为的影响

通过IR分析了用顺酐和反酸与聚酯合成不饱和聚酯树脂的反应机理,讨论了二种树脂体系固化放热曲线不同的原因。     

高碳烯酸的氧化裂解

高碳烯酸的氧化裂解有多种方法。例如；高锰酸钾氧化、使用钴盐作催化剂的液相催化氧化、臭氧氧化、钌盐氧化、微生物氧化。对不同的氧化方法进行分析，使用乳化技术的钌盐氧化是最经济的氧化方法。     

Polymorphic behavior of gondoic acid and phase behavior of its binary mixtures with asclepic acid and oleic acid

Molecular properties of polymorphic forms of gondoic acid [cis-C_20:1Δ11ω9 (GOA)] have been studied by X-ray diffraction (XRD), differential scanning calorimetry (DSC), optical microscopy, and Raman scattering, in comparison to those of six principal unsaturated fatty acids: oleic acid [cis-C_18:1Δ9ω9 (OA)], erucic acid [cis-C_22:1Δ13ω9 (ERA)], petroselinic acid [cis-C_18:1Δ6ω12 (PSA)], asclepic acid [cis-C_18:1Δ11ω7 (APA)], palmitoleic acid [cis-C_16:1Δ9ω7 (POA)], and elaidic acid [trans-C_18:1Δ9ω9 (ELA)]. In addition, phase behavior of binary mixtures of GOA and APA and OA was examined by XRD and DSC. The polymorphic structures of GOA are quite similar to those of APA, ERA, POA, and partly to OA. In particular, DSC and Raman scattering studies have shown that gondoic acid exhibits conformational disordering on heating at the ω-chain, a chain segment between the double bond and CH₃ group, as a transition from all-trans (γ form) to gauche-rich (α form) conformations. A miscible mixing phase was observed in the mixture of GOA and APA, yet eutectic phases were observed in the GOA and OA mixtures. This is a remarkable contrast because the binary mixture systems of varying combinations of cis-unsaturated fatty acids examined so far exhibited either eutectic nature or molecular compound formation. It is expected that specific molecular interactions between GOA and APA that originate from the equivalence of the length of the Δ-chain, the chain segment between the cis-double bond and COOH group, and also from the presence of the γ-α order-disorder transformation would be operating to form the miscible mixing phase.     

Effect of reactive diluents on properties of unsaturated polyester/montmorillonite nanocomposites

Unsaturated polyester (UP)/montmorillonite (MMT) nanocomposite was prepared by using hydroxypropylacrylate (HPA) as a reactive diluent instead of conventional styrene monomer and the effect of polarity of reactive diluent on properties of nanocomposite was investigated. X‐ray and mechanical test data indicated that mixing for an extended period of time is essential to enhance the physical properties of nanocomposites in the UP/Cloisite 6A system. This was attributed to the high polarity of HPA that may disturb the preintercalation of UP resin into the galleries of MMT. © 2004 Wiley Periodicals, Inc. J Appl Polym Sci 92: 238–242, 2004     

耐高温导电原子灰的研制及应用

研究了导电碳纤维、不锈钢纤维和导电云母对提高原子灰导电性能的影响及作用机理。所制得的导电原子灰色度浅,能够满足不同色彩的表面涂装要求,扩展了其应用范围。     

基于微观孔隙通道的饱和/非饱和土渗透系数模型及其应用

从微观角度揭示土体变形对饱和/非饱和渗透系数的影响机理,建立相应的预测方法,对于饱和/非饱和土的渗流分析及水力耦合研究具有重要的科学意义。利用流体力学理论,建立了微观孔隙通道渗透系数与等效孔径的关系,在此基础之上,结合毛细理论建立了饱和/非饱和渗透系数与土-水特征曲线的关系模型,并利用已有试验数据验证了模型的合理性。结合该模型与变形条件下土-水特征曲线预测方法,对变形条件下武汉黏性土饱和/非饱和渗透系数进行预测,结果表明黏性土在压缩变形条件下:饱和渗透系数呈数量级的减小,预测值与实测值均吻合较好;双对数坐标下,非饱和相对渗透系数在进气值之后随基质吸力增加而减小,不同初始孔隙比条件下其斜率近似不变,整体呈现"毛刷型"分布,相同基质吸力条件下,初始孔隙比越小,相对渗透系数越大;非饱和渗透系数,进气值之前近似为饱和渗透系数,进气值之后随基质吸力增大而减小,不同初始孔隙比的变化线近似重合。     

高流态大掺量粉煤灰混凝土的研制及应用

通过混凝土配合比的正交试验及有关因素影响效果的分析,确定了高流态大掺量粉煤灰混凝土配合比的最优方案,进而成功用于最深的混凝土防渗墙工程中,为高流态大掺量粉煤灰混凝土的广泛应用提供了参考。