基于三维渗流模拟的坝基渗漏和渗透稳定分析——以哇沿水库为例

水库坝基渗漏不但损失水库蓄水量,更重要的会引起大坝渗透变形失去稳定。应用三维地下水流数值模拟计算坝基渗漏量和分析渗透稳定,较好地解决了周边与底面边界的不规则问题和垂向上地层的非均质问题,提高了计算精度。以青海省哇沿水库为例,在充分分析水库坝基水文地质条件的基础上,建立了坝基渗漏三维地下水流数值模型,模拟了设置不同深度防渗墙时的渗漏量和坝后出溢段水力坡度。评价了大坝的渗透稳定性,为防止哇沿水库发生渗透变形,设置防渗墙深度应大于50m。当防渗墙深度为50m时,水库渗漏量为12 012m~3/d。     

松软突出煤层复合排渣钻进技术试验研究

为提高煤矿松软煤层瓦斯抽采钻孔施工深度和抽采效果,以中风压(0.7～1.2 MPa)复合排渣钻进技术为基础,采用不同规格的螺旋钻具组合配合相应的工艺参数进行现场试验,比较不同钻具组合的应用情况,选择适应松软突出煤层的最优钻具组合与配套工艺,达到高效施工全煤长钻孔的目的。     

钻孔引发基坑管涌事故的分析与处理对策

地下室开挖与基础施工过程中,当坑底存在承压水,如设计考虑不周或施工方法不当,因钻孔穿透承压含水层等原因,将导致管涌发生。结合浙江宁波某基坑管涌处理工程实例,提出采用钢套管、高压旋喷桩、双液注浆的综合处理技术,实践证明,提出的技术可以有效处理类似事故。     

印度地理信息产业发展基础与现状研究

主要从地理信息资源生产管理体制、空间基础设施建设、产业政策3个方面分析了印度地理信息产业发展基础,并对当前印度地理信息产业规模、市场、企业、人才培养以及发展潜力等方面的现状进行了研究,对比我国分析了当前印度地理信息产业发展的优势和存在的制约。     

基于卡尔曼滤波的离散灰度模型在基坑沉降数据的研究

为了提高深基坑开挖过程中实时沉降监测预测的可靠性与准确性,保障基坑施工和周边环境安全,针对深基坑开挖过程中周围底层移动、施工、环境因素及实际观测过程中原始数据存在较多噪声对原始沉降数据产生一定影响等诸多问题。本文考虑使用卡尔曼滤波理论对沉降数据进行去噪预处理,并建立离散灰度模型,通过该模型对沉降数据进行分析及预测。通过实验数据分析处理,验证模型预测精度有了一定的提高,且具有一定的参考价值。     

几种软土路基沉降预测方法的对比分析

介绍泊松曲线法、Asaoka法、修正双曲线、灰色GM(1,1)模型4种常用的软土路基沉降预测方法,讨论预测起止时间对预测效果的影响,通过分析各个预测方法的曲线回归相关系数和预测误差的大小,得出各个预测方法的最优预测起止时间,并结合实例,进一步验证各个最优预测方法的适用性,得出泊松曲线法和Asaoka法的预测效果优于其它几种预测方法。     

饱和软基爆炸排水机理的初步研究

本文在现场实验研究的基础上，提出了饱和两相介质在爆炸动载下排水固结机理的一维简化模型。数值计算结果表明在强动载作用下，土层中两相介质由于运动惯性不同，两者会出现分离运动，土体的排水速度与两相介质的运动有关。动载作用后两相介质仍具有较大的惯性，继续排水，这与静载下是不同的。土中孔隙压力的变化与两相介质运动有关，计算值与实测值在量级上有可比性。     

Food utilisation by coastal fish assemblages in rocky and soft bottoms on the Swedish west coast: Inference for identification of essential fish habitats

The concept of essential fish habitats (EFHs) is widely accepted for conservational and management purposes. EFHs are often considered as high quality habitats for fisheries species and subsequently of high values for society. In this study, fish and Substrate-Associated Prey (SAP) were sampled during the productive summer season 1998 (fish) and 2003 and 2004 (SAP) in shallow coastal rocky- and soft-bottom habitats on the Swedish west coast. The aim was to study the spatial and monthly variation of SAP as well as abundance and biomass of fish, and to examine if food items found in the diet of the fish assemblage were derived from SAP. We also examined if the diet of Ctenolabrus rupestris, a resident and abundant fish species in the shallow coastal habitats, and the diet of four seasonally abundant and commercially important fish species (Gadus morhua, Pleuronectes platessa, Salmo trutta and Scomber scombrus) were derived from SAP. There were significantly higher mean species number and abundance of the SAP assemblage on rocky compared to soft bottoms and the highest values were found on the rocky bottoms in August and in the shallowest (0–3 m) depth strata. There were no significant differences in number of fish species caught in the two habitats, although mean number of fish and mean biomass were significantly higher on rocky bottoms. Both habitats showed the same seasonal variation and the highest values of number of fish species, abundance and biomass were observed in June. On rocky bottoms, gastropods and amphipods were the most frequent food items in the diet of the entire fish assemblage and these items were also the most abundant SAP in this habitat. The dominant food items of the soft-bottom fish assemblage were decapods and fish, which were not common SAP. However, except for S. scombrus, the diet of the selected fish species showed a strong association to the SAP availability. Gadus morhua displayed the strongest association to SAP on rocky bottoms and P. platessa and C. rupestris to SAP on soft bottoms. Further, for C. rupestris, multivariate statistical analysis showed a significant association to the SAP assemblage on both rocky and soft bottoms. These results provide vital new information for the management and conservation of Essential Fish Habitats on the Swedish west coast.     

Deep Penetration of Spudcan Foundation into Double Layered Soils

The spudcan foundation has been widely used in offshore engineering for jack-up figs. However, “punch through”failure often occurs where a stronger soil layer overlays a softer soil layer. In this study, spudcan penetration into double layered soils is investigated numerically. The soil profde is set up as a stronger soil layer overlaying a softer soil layer,with the soil strength ratio ( bottom soil strength / top soil strength) varied from 0.1 to 1.0 ( 1 means uniform soil). The bearing bohaviour is discussed and the beating capacity factors are given for various cases involving different layer thicknesses and different strength ratios of the two clay layers. The development of the plastic zones and the effect of soil selfweight on the beating capacity are also discussed. From this study, it is found that, when a spudcan is distant from the soil layer boundary, the spudean can be analysed with single soil layer data. However, when a spudcan becomes closer to the soil boundary layer, the influence of the lower soft soil layer is significant, and the beating capacity of the spudean decreases. The critical distance is an indication of the occurrence of “punch through” failure. The critical distance between the spudcan and the layer boundary is larger for a rough spudean than the one for a smooth one, and the critical distance decreases with increasing soil strength ratio. The depth of cavity formed during initial spudcan penetration depends on the top layer soil strength, soil strength ratio and unit soil self-weight, and the cavity affects the spudcan beating behaviour as well.