深埋顶管顶力理论计算与实测分析   总被引：1，自引：0，他引：1  

杨仙  张可能  黎永索  彭环云  黄常波 《岩土力学》2013,34(3):757-761

针对管幕预筑法中深埋顶管顶力进行理论和实测分析。顶管顶力与垂直土压力密切相关。参照隧道开挖中垂直土压力的计算方法,常用的垂直土压力计算理论有：普氏理论和太沙基理论。在详细分析了这两种垂直土压力计算理论的适用性和缺陷之后,结合普氏理论和太沙基理论,提出了改进的垂直土压力计算理论公式,并编写MATLAB程序计算改进理论公式的数值解。改进理论既考虑了土拱效应,又考虑了拱下土体的挟持力,更符合实际土体变形情况。将普氏理论、太沙基理论和改进的理论应用于沈阳地铁新乐遗址站管幕预筑法顶管工程中,计算不同深度的两根大埋深管道顶力,并把计算与实测结果进行比较,发现普氏理论和太沙基理论计算结果都远大于实测值,改进理论计算结果稍大于实测值,更适合于深埋顶管顶力估算。  相似文献   

SH波上方垂直入射时界面附近椭圆夹杂与裂纹的动态响应     

杨在林  许华南  黑宝平 《岩土力学》2013,34(8):2378-2384

采用Green函数、保角映射等方法分析SH波上方垂直入射时弹性半空间中椭圆形弹性夹杂与任意方位裂纹的相互作用。首先,求解含椭圆形弹性夹杂的弹性半空间内任意一点承受时间谐和出平面线源荷载作用时的位移基本解,即Green函数,再结合裂纹切割法构造裂纹,得到SH波上方垂直入射时椭圆夹杂和裂纹同时存在条件下的位移场与应力场。作为算例,给出大量的数值结果,探讨不同参数情况下弹性夹杂周边动应力集中系数（DSCF）、地表位移及裂纹尖端动应力强度因子（DSIF）的分布规律,结果表明不同参数的变化会对三者的分布带来一定的影响。  相似文献   

地下核爆炸地震波二次源特征   总被引：4，自引：1，他引：3       下载免费PDF全文

何永锋  赵克常  张献兵  马裕然  王洋 《地球物理学报》2012,55(5):1742-1748

层裂是地下核爆炸震源物理过程中最重要的非球对称源过程.对其机制的研究,多基于面波资料,本文基于远场体波资料,利用经验格林函数方法,消除路径及接收场地效应,利用地下核爆炸远场地震波P波数据对震源时间函数进行了反演,结果显示明显的双脉冲特征,该二次源特征不随方位角及震中距变化,说明它源自震源本身,其双脉冲特征与层裂机制相符.  相似文献   

Comparing long term sediment records to current biological quality element data - Implications for bioassessment and management of a eutrophic lake     

Tommi Kauppila  Antti Kanninen  Matias ViitasaloJohanna Räsänen  Kristian MeissnerJukka Mattila 《Limnologica》2012,42(1):19-30

Defining reference conditions for lakes situated in areas of human settlement and agriculture is rarely straightforward, and is especially difficult within easily eroding and nutrient rich watersheds. We used diatoms, cyanobaterial akinetes, remains of green algae and chironomid head capsules from sediment samples of Lake Kirmanjärvi, Finland, to assess its deviation from the initial ecological status. These site-specific records of change were compared to current type-specific ecological status assessment. All paleolimnological data indicated deviation from natural conditions and mirrored the current, monitoring-based assessment of “moderate” ecological lake status. However, the sediment data showed that the lake should be re-typified as a naturally eutrophic lake. Sediment records as well as current monitoring data indicated temporary improvement in water quality in response to extensive fish manipulation. Our results suggest that paleolimnological records can be used to derive site-specific reference conditions and that extensive restoration efforts can result in gradual, observable improvements of water quality and ecological status.  相似文献   

Compared performance of a conceptual and a mechanistic hydrologic models of a green roof   总被引：1，自引：0，他引：1  

A. Palla  I. Gnecco  L. G. Lanza 《水文研究》2012,26(1):73-84

In order to investigate the hydrologic response of a green roof system within the urban environment, a monitoring campaign is carried out at the green roof site of the University of Genova (Italy). Experimental data confirm that the green roof is able to significantly mitigate the generation of runoff with median values of retained volume and peak reduction, respectively, equal to 94 and 98%. A conceptual linear reservoir and a simple mechanistic (Hydrus‐1D) models are implemented to simulate the hydrologic behaviour of the system; each model is calibrated and validated based on experimental data collected at the green roof site. The hydrographs simulated with both hydrologic models reproduce with acceptable matching capabilities the experimental measurements, as confirmed by the Nash‐Sutcliffe Efficiency index generally greater than 0·60. Although the relative percentage differences evaluated for the selected hydrograph variables (the total effluent volume, the peak flow rate and the hydrograph centroid) demonstrate that the mechanistic model is more accurate, prediction errors of the conceptual model are generally limited when compared with the observed hydrologic performance. Results of the present comparison are useful in supporting conceptual model selection in case the hydrologic response is addressed for hydrologic performance assessment. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

利用噪声记录估计福建地区中上地壳体波速度结构     

李军  金星  鲍挺  林树  韦永祥  张红才 《中国地震研究》2012,26(3):310-320

In this paper,the dispersion curves of the Rayleigh wave and Love wave were extracted from the seismic noise records of 25 broadband stations of the Fujian Seismic Network, and inverted for the lithosphere velocity structure. Furthermore,the velocity model was verified by the seismic explosion observations. Our results indicate that the resolution of the lithosphere velocity structure obtained by this method is good in the shallow part,but in the deep part,inversion accuracy for the wave velocity structure is low,which is caused mainly by the small inter-station distance chosen in the paper. Thus the wave dispersion curves have high accuracy in the short-period part,but the warp of the wave dispersion curve in long-period part is large. Considering the results from both the noise inversion and the traditional inversion,we finally present a new velocity model,and the theoretical travel time calculated with the new model matches the explosion travel time very well.  相似文献   

Grouping response method for equivalent static wind loads based on a modified LRC method   总被引：1，自引：0，他引：1  

Xuanyi Zhou  Ming Gu  Gang Li 《地震工程与工程振动(英文版)》2012,11(1):107-119

Wind loading is one of the most important loads for controlling the design of large-span roof structures.Equivalent static wind loads,which can generally aim at determining a specific response,are wid...  相似文献   

城市化和退耕还林草对中国耕地生产力的影响   总被引：14，自引：0，他引：14  

闫慧敏  刘纪远  黄河清  董金玮  徐新良  王军邦 《地理学报》2012,67(5):579-588

20 世纪90 年代以来的快速城市化进程和1999 年开始启动的退耕还林草生态工程对耕地的分布与生产能力产生了重要影响。本研究应用由TM 遥感影像获取的1980s-2000 年与2000-2005 年两个时间段耕地变化数据,结合以多时相遥感数据为主要数据源的耕地生产力光能利用率遥感模型估算两个研究时段耕地生产力变化特征,比较城市化与退耕还林草政策主导下两个时期耕地转移对各区域耕地生产力的影响。研究结果表明:两个研究时段因城市占用损失的耕地生产力占土地利用变化(LUCC) 导致的耕地生产力减少总量比例均在60%以上。在20 世纪90 年代,全国新增耕地生产力总量比被占用耕地生产力高87%,耕地转移使中国耕地生产力增加。2000-2005 年间,退耕还林草政策的启动和快速城市化进程对耕地的持续占用导致耕地生产力占补正平衡指数由前一时段的正平衡变为负平衡,转出耕地生产力总量比新增耕地生产力高31%,耕地转为林草地和建设占用损失的耕地生产力分别较前一时段提高57%和85%。城市化与退耕还林草政策等驱动因素作用下耕地开垦区与占用区的空间分布差异使得耕地生产力占补平衡状态和趋势呈现明显的区域分异。  相似文献   

特殊构造条件下煤炭综放开采顶板涌水机理及防治     

孟祥军  张新武 《煤田地质与勘探》2012,40(2):44-48

煤炭资源开采中采场顶板水水害是威胁工作面安全生产的灾害之一。以兖州矿区东滩煤矿综放开采14310工作面在回采过程中的涌水情况为例,在分析地质和水文地质条件基础上,从构造控水机理出发,分析了工作面特殊构造条件下顶板砂岩含水层的赋存规律和涌水规律,实施了14310工作面安全回采的探、放水工程、泄水巷工程和完善排水系统等相关水害综合防治方法,最终实现了工作面的安全回采。   相似文献   

屋面雨水回灌裂隙岩溶水工程风险评价   总被引：1，自引：1，他引：0  

徐巧艺  周亚群  王维平  黄强 《中国岩溶》2015,34(6):631-641

济南城市雨洪水回灌岩溶含水层是维护自然水循环,增加地下水补给量,维持济南泉群喷涌以及城市防洪的有效途径。但由于裂隙岩溶含水层具有渗透系数大、水流速度快,地下水一旦污染很难短时间恢复等特点,需要对回灌工程开展风险评价。本文以济南大学西校区的屋面雨水深井回灌裂隙岩溶水工程为例,利用澳大利亚MAR指南对工程进行风险评价。主要由初级风险评估、试运行调查、试运行风险评价及风险控制与管理4部分组成。初级风险评估结果显示屋面雨水回灌裂隙岩溶含水层工程的总体难度水平较低,项目可行。试运行调查期间监测的屋面雨水和回灌前后地下水水质可知屋面雨水经初期弃流、沉淀和过滤后,除浊度外基本达到地下水Ⅲ类标准,且处理后达标的雨水可迅速补充地下水。试运行风险评价结果显示屋面雨水中浊度经预处理后仍较高,使其成为该系统的最大风险项和关键控制点,故本项目的风险控制措施为改进预处理设施,降低雨水中的浊度。为保证工程能够高效持续运行,加强后期管理也尤为重要。   相似文献