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含承压水软基真空联合堆载预压设计 总被引：2，自引：0，他引：2
首次运用真空联合堆载预压法加固含承压水地层软基,介绍了该方法在特殊地层的设计方法和现场试验项目,详细阐述了预埋式加筋挡墙和排水系统的施工工艺。本试验的成功将进一步拓展该法的应用领域,对类似地质条件下的真空联合堆载预压设计具有一定参考价值。 相似文献
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真空堆载联合预压法在某工程中的应用分析 总被引：1，自引：0，他引：1
本文通过对某工程孔隙水压力及水平位移资料的观测，分析了通过真空一堆载联合预压法加固软上地基，土颗粒所受侧压力、渗流力、抗剪力的变化，揭示了真空一堆载联合预压法在地基水平位移方面的相互作用．以及地下水位的变化对其加固效果的影响。 相似文献
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Clinical comparison of two regimens of lidocaine infusion in horses undergoing laparotomy for colic 
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下载免费PDF全文 Sara Nannarone Alessia Cenani Rodolfo Gialletti Marco Pepe 《Veterinary anaesthesia and analgesia》2015,42(2):150-156
ObjectiveTo compare, in horses undergoing laparotomy for colic, the effects of administering or not administering a loading intravenous (IV) bolus of lidocaine prior to its constant rate infusion (CRI). Effects investigated during isoflurane anaesthesia were end-tidal isoflurane concentration (Fe’ISO), cardiovascular function, anaesthetic stability and the quality of recovery.Study designProspective, randomized clinical study.AnimalsThirty-six client-owned horses.MethodsHorses were assigned randomly to receive lidocaine as a CRI (50 μg kg−1 minute−1) either preceded (LB) or not preceded (L) by a loading dose (1.5 mg kg−1 IV over 15 minutes). Lidocaine infusion (LInf) was started (T0) within 20 minutes after induction of general anaesthesia and discontinued approximately 30 minutes before the end of surgery. Anaesthetic depth, Fe’ISO, intra-operative physiological parameters and quality of recovery were assessed or measured. Data were analysed using one-way anova, t-test, Fisher test, Wilcoxon and Kruskal–Wallis tests as appropriate (p < 0.05).ResultsMean ± SD Fe’ISO was 1.21 ± 0.08% in group LB and 1.23 ± 0.06% in group L. Heart rate was significantly higher in group L than in group LB at times T5-T15, T25, T35 and T95. No difference was found between groups in other measured physiological values, nor in any measure taken to improve these parameters. Recovery phase was comparable and satisfactory in all but one full term pregnant horse in group L which fractured a femur during recovery.ConclusionPreloading with a lidocaine bolus prior to a CRI of lidocaine did not influence isoflurane requirements, cardiopulmonary effects (other than a reduction in heart rate at some time points) or recovery compared to no preloading bolus.Clinical relevanceA loading dose of lidocaine prior to CRI does not confer any advantage in horses undergoing laparotomy for colic. 相似文献
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根据工程实际情况,应用真空井点降水联合加固软土地基的施工方法,通过施工沉降观测和理论分析,对真空井点降水联合预压加固软土地基的施工技术及加固有效深度、有效应力的变化问题进行了研究。验证了真空井点降水联合预压加固施工方法在寒区环境的适用性,分析了在该条件下,本施工方法的加固效果和沉降变化规律,为基础设计和工程施工提供参考依据。 相似文献
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探讨了堆载预压的加固机理及真空预压的加固机理．作了两者的分析与比较,讨论了真空联合堆载预压法的基本原理、以及在软土处理中的加固特征。同时介绍了一些工程应用实例,具体分析了真空联合堆载预压法的应用效果及应用前景,真空联合堆载预压处理软土地基技术成熟可靠、经济合理,在工程建设中推广使用,必将产生较大的社会、经济效益。 相似文献
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疏浚淤泥这种超软土地基目前主要采用排水固结法进行加固,然而,工程实践发现,淤堵是一个重要的问题,新型防淤堵材料和施工工艺是研究的热点。依托恒大海南海花岛真空预压处理工程,引入一种应用于超软土地基处理的新型防淤堵真空预压法。该方法是直排式真空预压方法的进一步改进,将防淤堵排水板取代传统排水板,在连接方式上,将无孔钢丝软管取代了水平波纹管,也将传统的包扎捆绑改进成了三通密封接头,枪钉固定。结合施工动态监测和加固后检测,表明了该方法的加固效果和实用性。在此基础上,结合已有的室内模型试验研究,阐述其抽真空过程中在排水板附近防淤堵的原理和改善机制。 相似文献
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杨惠君 《甘肃农业大学学报》2008,43(2):143-147
为有效治理桥头跳车现象,减小桥坡工后沉降,针对填土速率、桥台侧向位移、总沉降及分层沉降等技术参数,提出了相应的技术措施,重点对真空降水预压和水泥搅拌桩进行比较分析.分析结果认为,对软土层较薄、填土高度较低的路段,可只做浅层处理,采取换土法、石灰短桩法,辅以砂垫层、复合土工布等减小不均匀沉降;对于深层处理方法,在桥坡填土较高、填土速率较快的条件下,真空降水预压法较经济但侧向位移相对较大,水泥搅拌桩加固法侧向挤压力较小但费用较大,结合工程实践对上述问题进行了改进和探索. 相似文献
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某沿海国际机场驱鸟造地,场道地基填土,地质条件比较复杂,有古河道穿过,根据要求堆载顶面标高精度高,误差小等特点,阐明了在吹砂过程中应进行沉降观测。 相似文献
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准确掌握初始保压缝隙的开度值和形成机理,是保压蜗壳结构研究的基础和重点之一。而初始保压缝隙主要随保压水头和边界条件的不同而改变,因此充压浇筑阶段钢蜗壳的约束方式是必须考虑的重要因素。该研究从保压结构施工工艺出发,基于充水保压蜗壳全仿真算法,构造出施工阶段的初始保压缝隙,探讨了不同支承形式(连续式和离散式)和支墩与钢衬之间的接触滑移对初始缝隙形成机理的影响。结果表明,初始保压缝隙具有非均匀和局部非张开特性,其中蜗壳腰部附近缝隙开度最大,其次是蜗壳顶部,底部最小。支承形式和接触滑移对缝隙的构成存在较大影响,虽然规律基本一致,但数值上差别较大。是否考虑接触对蜗壳腰部的缝隙开度影响最大,尤其在蜗壳的进口段,最大相差达1.8倍,主要是由于滑移增强了蜗壳水平方向的扭转变形,导致侧向位移增大。通过与原型监测结果对比验证了算法的准确性,同时也说明考虑支墩与钢衬之间的接触更加接近真实情况。 相似文献
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Because of the existence of initial hydraulic gradient in clay, non Darcy equation with initial hydraulic gradient was modified with classical consolidation theories of sand drained ground.And the approximate solution in the instance of vacuum preloading was presented.Based on this, the effect of initial hydraulic gradient on the seepage front, the pore water pressure and the average degree of consolidation were investigated.It was found that the spread of vacuum pressure was delayed because of initial hydraulic gradient, resulting in the dissipation of pore water pressure and the speed of soil layer consolidation.The hysteresis became more and more evident with the increase of initial hydraulic gradient.In addition, initial hydraulic gradient also caused some residual pore water pressure which could not reach vacuum pressure.Thus, the ultimate average degree of consolidation was less than 100%, which decreased with the increase of initial hydraulic gradient. 相似文献