节理面构成块体的概率公式及其工程应用

利用块体理论和概率分析理论,建立了同时考虑节理面间距和延展性随机特性的情况下构成块体体积的理论公式,据此分析了节理间距、延展性随机特性与构成块体体积的关系,进而得到了具有实用价值的计算公式,该公式结合可动块体分析方法,可以有效地解决赤平投影难以计算小型结构面构成块体体积的问题。工程实例表明,该公式具有实用性和应用前景。     

渐扩散水跃跃长的研究

首先通过对作用于渐扩散水跃的压力分析,阐述了渐扩散水跃跃长总比非扩散水跃跃长短的原理。在此理论基础上,考虑边墙扩散角的影响,建立了渐扩散水跃表面质点运动方程,并结合动量方程和连续方程,推导出渐扩散水跃跃长的半理论、半经验公式。同时,引入非扩散水跃跃长经验公式,使渐扩散水跃跃长公式大大简化。其次,对该理论的局限性进行了分析,得到了该公式的适用范围。在该范围内,该公式能较好地吻合实验结果,从而该理论得以证实。最后对各家渐扩散水跃跃长经验公式进行分析归类,并推荐工程适用公式,以便工程运用。     

粗糙度研究的现状及展望

略述边界层剪切湍流各区域速度廓线规律和地面粗糙分类后,对各种地面粗糙度(包括沙质粗糙度、动力粗糙度、植被粗糙度、复杂地面粗糙度、有效粗糙度)的研究现状和计算方法作了简要综述,认为动力粗糙度算式中系数A和植被或有效粗糙度算式中位移高度d将会是进一步研究的重点。     

未来气候变暖情形下青藏高原多年冻土分布初探

基于未来温室气体中等排放情景下气候模式给出的气候预测结果的高分辨率降尺度分析结果,运用两种方法(年均温法和高程模型法)模拟了1980-1999,2030-2049和2080-2099年3个时段青藏高原多年冻土分布.结果表明,以年均地温-1℃作为多年冻土划分依据的年均温法模拟的目前(1980-1999年)高原多年冻土面积为127.99万km2,与世界数据中心给出的青藏高原现代多年冻土面积为129.12万km2的估算接近(误差率仅为0.86%);到本世纪中期(2030-2049年),高原多年冻土面积减少为87.26万km2,退化率达到31.82%;而到本世纪末(2080-2099年),高原多年冻土面积只有69.25万km2,较目前将退化45.89%.不同高度带的对比分析还发现,与高原及其邻近地区年均气温的升高一般随海拔高度而增加的趋势相反,未来高原多年冻土的退化率将随着海拔高度增加而降低.在全球变暖过程中的冻土退化,特别是高原东南部冻土向西北部的逐步退缩,对高原冻土区工程稳定性的影响应引起我们的足够重视.     

基于逾渗模型的盐岩损伤与破坏研究

逾渗是一种分形模型,利用声发射点定位盐岩内部破坏网格来建立逾渗模型,可以分析三轴压缩条件下盐岩逾渗特征以及损伤演变发展。研究发现,各试样逾渗模型团簇(cluster)数与最大团簇占有率关系曲线斜率在70%应力峰值后基本相等,利用最大团簇沿试样轴向的延伸来描述裂缝的扩展规律,并通过最大团簇在轴向的延伸终点得到了各试样逾渗的临界破坏比率,它对于研究渗透陡增点非常重要。提出利用逾渗关联长度(关联长度?代表处于同一团簇中的两个点的平均距离)确定试样损伤起始点,并通过计算逾渗模型破坏比率得到损伤变量,它和基于AE振铃计数以及AE能量计算得到的损伤变量结果相近。研究结果表明,逾渗可以形象地表述岩石内部破裂过程和损伤情况,为研究岩石破坏失效及裂缝衍生发展提供了新的思路。     

利用载荷试验研究水泥土搅拌桩的有效桩长

本文根据某高速公路软基处理中不同桩长的水泥土搅拌桩单桩载荷试验结果,探讨了复合地基中水泥土搅拌桩的有效桩长。研究结果表明:水泥土搅拌桩的有效桩长与地基条件和桩身强度直接相关,在设计中考虑有效桩长有其必要性。最后,作者对有效桩长的确定方法提出了建议。     

基于梯度塑性模型的多孔介质应变局部化分析的基本理论

讨论了引入梯度塑性模型情况下的含液多孔介质双重内尺度律的特征以及相互作用问题。在引入梯度塑性本构模型的情况下,一方面材料应变局部化分析数值结果的正则性得到保证;而另一方面,含液多孔介质会出现双重内尺度律参数的共同作用问题。本文给出了此时内尺度律预测的一个基本方法,并对稳定性问题进行了分析,讨论了不同情况下实波速存在的条件,给出了对于给定的渗透系数情况下实波速存在的波数区间,并对相关现象进行了解释。     

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Development of a SCAR marker for male gametophyte of Gracilariopsis lemaneiformis based on AFLP technique

The red alga Gracilariopsis lemaneiformis （Bory） is an economically valuable macroalgae. As a means to identify the sex of immature Gracilariopsis lemaneiformis, the amplified fragment length polymorphism （AFLP） technique was used to search for possible sex- or phase-related markers in male gametophytes, female gametophytes, and tetrasporophytes, respectively. Seven AFLP selective amplification primers were used in this study. The primer combination E-TG/M-CCA detected a specific band linked to male gametophytes. The DNA fragment was recovered and a 402-bp fragment was sequenced. However, no DNA sequence match was found in public databases. Sequence characterized amplified region （SCAR） primers were designed from the sequence to test the repeatability of the relationship to the sex, using 69 male gametophytes, 139 female gametophytes, and 47 tetrasporophytes. The test results demonstrate a good linkage and repeatability of the SCAR marker to sex. The SCAR primers developed in this study could reduce the time required for sex identification of Gracilariopsis lemaneiformis by four to six months. This can reduce both the time investment and number of specimens required in breeding experiments.     

One-dimensional numerical simulation of non-uniform sediment transport under unsteady flows

One-dimensional numerical models are popularly used in sediment transport research because they can be easily programmed and cost less time compared with two- and three-dimensional numerical models. In particular, they possess greater capacity to be applied in large river basins with many tributaries. This paper presents a one-dimensional numerical model capable of calculating total-load sediment transport. The cross-section-averaged sediment transport capacity and recovery coefficient are addressed in the suspended load model. This one-dimensional model, therefore, can be applied to fine suspended loads and to hyperconcentrated flows in the Yellow River. Moreover, a new discretization scheme for the equation of unsteady non-uniform suspended sediment transport is proposed. The model is calibrated using data measured from the Yantan Reservoir on the Hongshui River and the Sanmenxia Reservoir on the Yellow River. A comparison of the calculated water level and river bed deformation with field measurements Shows that the improved numerical model is capable of predicting flow, sediment transport, bed changes, and bed-material sorting in various situations, with reasonable accuracy and reliability.