九江堤防塑料排水板软基处理施工技术

塑料排水板在海堤、公路、码头、水闸等软基加固工程中应用较广,塑料排水板处理软地基,是用塑料排水板将地基中的水排除,以增加作用于土颗粒的有效应力来加速地基固结沉降,达到提高强度的目的。在九江市日元贷款城市防洪工程八里湖大堤软基处理中成功应用了塑料排水板施工技术,结合该工程实例。介绍了塑料排水板施工工艺。     

Influence of sample size on ecological status assessment using marine benthic invertebrate‐based indices

Routine monitoring of the quality status of water bodies demands the best cost‐benefit relation and sample‐size reduction is therefore welcomed. However, great caution is needed because such reduction affects the accuracy and variation of the results. In the present study we tested the influence of sample size (number of replicate samples) on reference condition values and within‐sample ecological quality ratio (EQR) variability of six commonly used ecological indices (taxa richness, Shannon–Wiener diversity, AMBI, Medocc index, Bentix and M‐AMBI). Analysis of soft‐bottom benthic invertebrate data from Slovenian coastal waters showed that sample size influenced the reference condition values of richness/diversity indices (taxa richness and Shannon–Wiener diversity) but not of the sensitivity/tolerance indices (AMBI, Medocc index, Bentix). Increased sample size decreased the within‐sample EQR variability and, concomitantly, increased the accuracy of site ecological status classification for all indices. The size of EQR variability differed depending on the index used. EQR variability of M‐AMBI, an index composed of metrics with different within‐sample EQR variability, was statistically the same as that of the metric with the lowest within‐sample EQR variability. Whether this is a common principle for multimetric indices remains to be confirmed. Based on these results, the use of at least three replicates is suggested to obtain reliable measures of reference condition and EQR for the assessment of ecological status. This level of replication is particularly necessary in areas with high diversity and environmental patchiness, and when richness/diversity measures and indices that include these measures are used.     

软岩地区高陡斜坡堆积体在强降雨条件下的起动机制研究

汶川地震造成了大量的次生地质灾害,同时在灾区也形成了大量高陡斜坡堆积体,有的位于河流岸边,有的位于泥石流沟内,有的位于居民点及重要基础设施周围。在雨季来临时,强降雨对斜坡堆积体影响的大小对灾后重建有着重要的影响。本文采用室内物理模型进行实验研究,得出了在软岩地区的这类坡面堆积体产生运动的条件,并给出了粗颗粒的含量对坡体产生失稳的影响模式。     

Study on The Prediction Method of Characteristic Parameters of Solar X-ray Flares

Solar ?ares are important events for the space weather. The predic- tion of relevant parameters of solar ?ares has practical signi?cance for evaluating the effect of sudden ionospheric disturbance (SID). The data of soft X-ray ?ux observed by the GOES-8 satellite in the 23th solar cycle are used to predict the peak intensities and ending times of X-class ?ares with the method of data ?t- ting. Using this method to analyze the X-class ?ares in the 23th solar cycle, it is possible to predict the peak ?ux of an X-class ?are 17 minutes in advance at most. And the ending time of an X-class ?are may be predicted about 60 minutes in advance at most. The predicted results indicate that the prediction method has certain effectiveness and applicability.     

分层总和法在路基沉降计算中应注意的几个问题

在应用分层总和法对路基沉降计算中应注意的问题 :梯形断面荷载附加应力的计算、压缩层厚度的确定、压缩模量的确定 ,进行了初步的探讨 ,对公路路基设计施工具有实际的指导意义     

软土地区基坑开挖引起桩基质量问题的判定与处理

软土地区在基坑开挖时常常引起桩基破坏等工程问题,特别是在沿海、沿江等软土地区发生较多。以江苏一个沿江电厂为工程实例,通过对桩基位移和桩身裂缝的数据统计分析,揭示了基坑开挖时桩基发生移位、倾斜甚至断桩的真实原因。通过桩基取心试验、超声波试验和开挖验证找到了产生桩身缺陷的原因。此外还结合工程实例,提出了桩基出现质量问题时,可采取补强注浆的方法进行补救和处理,实践证明提出的处理方法效果良好。     

软岩巷道聚丙烯混凝土钢筋网壳复合衬砌试验及工程应用研究

根据大跨度空间壳体力学原理,研究聚丙烯网壳锚喷支护新技术。其技术特色是用一种在地面加工成型的特殊三维钢筋支架代替普通的二维钢筋网,大幅度提高了锚网喷结构的支撑能力,不需要使用型钢支架、锚索、围岩注浆等手段进行加固就能有效地支护高地压大变形巷道、跨采动压巷道、冲击地压巷道以及大断面硐室等。依托西山煤电集团大巷破碎段修复工程,完成了聚丙烯纤维混凝土钢筋网壳复合衬砌支护结构的室内模型试验,研究了复合衬砌的变形、破坏形态与发展规律。现场应用表明,在不降低支护的承载能力的情况下,与重型金属支架相比,该支护形式降低了钢材用量和混凝土回弹量,且具有良好的柔性,是软岩巷道一种优良的让压支护结构,具有较好的推广应用前景。     

软土一维次固结特性试验研究

基于南京河西地区原状和重塑软粘土的一系列一维次固结试验,探讨了预压荷载、加荷比、加荷方式对重塑软土次固结系数的影响以及原状土的次固结变形特征。试验结果表明：当荷载小于预压荷载时,预压能明显减小次固结系数,反之,预压对次固结系数的影响不明显．加荷比对次固结系数的影响明显,次固结系数随加荷比的增大而增大;分级加荷对应的次固结系数要大于分别加荷所对应的次固结系数;该地区原状土的蠕变属于衰减蠕变。     

Study of the 1-D consolidation behavior of two-layered soft soils: Parametric studies using a rheological model with viscoplastic body

The governing equations for the coupled processes of consolidation and creep of two-layered soft soils are established. The Nishihara rheological model is adopted to simulate the elasto-viscoplastic characteristics of soft soils, disregarding the effects of the soil self-gravity. A semi-analytical theory combined with numerical and analytical methods is introduced to solve the governing equations of the one-dimensional rheological model. The computational procedure and the approximate solutions for two-layered soft soils subjected to surface loading are obtained for two drainage conditions. The solutions and the computational procedure are used to study the effects of the two layers and constitutive parameters on rheological consolidation behavior of soft soils. It can be concluded that two layers affect the rate of excess pore water pressure dissipation and settlement development. The parametric studies show that when the parameters of the upper layer remain constant, increases in the permeability and elastic modulus in the lower layer accelerate the dissipation of the excess pore water pressure, and meanwhile increases in the viscosity coefficient and viscoplastic limit slows down the dissipation of the excess water pressure.     

软伽玛射线再暴体（SGRs）研究进展

对SGRs的主要观测特征－－在软伽玛射线波段的重复爆发及持久性的周期的X射线辐射－－进行了回顾，介绍了SGRs的一些理论模型，其中磁星（具有甚强磁场的中子星）模型较合理地解释了现有的观测事实。