共查询到20条相似文献，搜索用时 421 毫秒
1.
LIU Lingyun GUO Haiyan SUN Qi 《中国海洋大学学报(英文版)》2006,5(3):269-272
Portal water injection sheet pile （PWISP）, as a retaining wall, appeared in seashore engineering in 2000. Although there have been many systematic methods addressing the issue, there are very few focusing on the new structure because of the difficulties in defining the earth pressure between the two piles. A new method is proposed in this paper to obtain the earth pressure between the PWISPs. Stability analysis against overturning follows as a consequence. Using Finite Element Analysis （FEA） software ANSYS, both the nonlinear characteristics of the soil and those of the contact elements are taken into account to obtain the earth pressure distribution on the contact surface. Based on the results of the FEA, Rankin＇s theory and the slip plane theory, the formula of the earth pressure on the inner surfaces between the piles is given. Assuming the PWISP as the analysis object and the earth pressure as an outside force acting upon it, the equation of stability against overturning of the PWISP is presented. Finally, some parameters are discussed about the stability of the PWISP against overturning, such as the embedded depth of the front pile, the distance between the two rows of piles, the internal friction angle and the cohesion of the earth. The results show that the increase of the cohesion and the internal friction angle will decrease the distance and the embedded depth, and therefore enhance the stability against overturning. Specifically, when the distance is 1/3-2/3 of the maximal excavation depth, the two rows of piles give the best performance in stability. 相似文献
2.
刘海龙 《东北石油大学学报》2012,(3):90-95,10,11
为研究常规砂岩油田注水开发过程中的多油层开采动态、层间干扰、开发效果分析等,对一维水驱油恒压驱替渗流过程进行理论推导.结果表明:在采出端见水前,通过油水两相区压力、纯油区压力及总压差之间关系,结合Buck-ley-Leverett方程,建立累计注入量与注入时间的关系,以及见水前位置、时间、含水饱和度之间的数学关系,求解前缘位置、前缘压差、注入速度等参数随时间的变化;在采出端见水后,分析注入速度与采出端含水饱和度关系、累计注入量与采出端含水饱和度关系,以及采出端含水饱和度与时间的关系,建立见水后位置、时间、含水饱和度之间的数学关系,求解见水后出口端含水饱和度、注入速度等参数随时间的变化.该结果为驱替过程中各物理量随时间的变化、含水饱和度的分布、各物理量之间的理论关系等研究提供指导. 相似文献
3.
LAN Kai YAN Taining. Drilling Engineering Technology Institute Zhongyuan Petroleum Exploration Bureau Puyang Henan China . Engineering Faculty China University of Geosciences Wuhan China 《东北亚地学研究》2009,(3):174-178
Drilling fluid is a common flushing medium used in pile foundation, geological drilling and petroleum drilling. Study on ultrasonic propagation properties in drilling fluid is of vital importance, not only for developing equipments to non-contact measuring concrete casting level for bored pile, but also for developing equip- ments considering drilling fluid as signal channel. The existence of clay particles makes the ultrasonic propagation and attenuation in drilling fluid much different from pure water. In order to know the relation among ultrasound frequency, slun-y density and depth, a series of laboratory experiments about ultrasound propagation in water-based bentonite slurry were finished. Wavelet method was adopted to process the gained original waves of ultrasonic propagation in slurry, so we knew the velocity and attenuation coefficient of ultrasound propagated in different drilling fluids with different density. The first group experiments shows that with density of drilling fluid increase, ultrasonic velocity will decrease but attenuation coefficient will increase if ultrasonic frequency keep constant. The second group experiments shows that the power of ultrasound will intensify in small bore hole, the attenuation coefficient is much smaller than theoretical value. 相似文献
4.
为研究能源群桩工作特性,基于Abaqus有限元模拟,将换热稳定阶段的平均温度赋予桩体进行稳态热-力耦合计算,提出了能源群桩承载特性的简化分析方法,并通过与现场数据的对比分析,验证了该研究方法的可行性。结合算例,进一步利用该方法对纯力学荷载和热-力耦合作用下的能源群桩的承载特性进行了分析。结果表明:①群桩基础中能源桩分散对称分布的不均匀沉降要明显小于集中分布,而且分布形式对桩基结构响应特征影响较大;②桩基等刚度下,增大桩径和减小桩间距,群桩倾斜控制效果较好。研究成果可以为能源群桩的工程应用提供一定的参考。 相似文献
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以测井、储层物性、三维地质模型的渗透率属性资料以及实际注采资料为基础,分别从储层的测井曲线特征、储层构型特征、注采信息3个方面对昆北油田切六区路乐河组的储层连通性进行了研究。研究结果表明:两井测井曲线呈箱型,井间储层连通性较好;测井曲线呈指状,连通性变化较大;测井曲线呈钟型,下部连通性较好,上部较差;测井曲线呈漏斗型,上部连通性较好,下部较差;测井曲线呈齿型,连通性较差;两口井曲线特征差异较大,储层连通性较差;自然电位明显负异常及自然伽马值较低时,曲线越光滑则连通性越好。水下分流河道和河口坝单一构型单元连通性较好,席状砂构型单元连通性有好有差,其他构型单元连通性较差;水下分流河道与河口坝、水下分流河道与席状砂复合构型单元连通性较好,其他复合构型单元连通性较差;加积型叠置的构型单元连通性较好,其他叠置类型的构型单元连通性较差。产液井的产液量增长比例越大,表明其与注水井井间储层的连通性越好。 相似文献
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This paper aims to present a theoretical method to study the bearing performance of vertically loaded large-diameter pipe pile groups. The interactions between group piles result in different bearing performance of both a single pile and pile groups. Considering the pile group effect and the skin friction from both outer and inner soils, an analytical solution is developed to calculate the settlement and axial force in large-diameter pipe pile groups. The analytical solution was verified by centrifuge and field testing results. An extensive parametric analysis was performed to study the bearing performance of the pipe pile groups. The results reveal that the axial forces in group piles are not the same. The larger the distance from central pile, the larger the axial force. The axial force in the central pile is the smallest, while that in corner piles is the largest. The axial force on the top of the corner piles decreases while that in the central pile increases with increasing of pile spacing and decreasing of pile length. The axial force in side piles varies little with the variations of pile spacing, pile length, and shear modulus of the soil and is approximately equal to the average load shared by one pile. For a pile group, the larger the pile length is, the larger the influence radius is. As a result, the pile group effect is more apparent for a larger pile length. The settlement of pile groups decreases with increasing of the pile number in the group and the shear modulus of the underlying soil. 相似文献
7.
Depression and elevation internal solitary waves in a two-layer fluid and their forces on cylindrical piles 总被引：1，自引：0，他引：1
Both large amplitude depression and elevation internal solitary waves (ISWs) were observed on the continental shelf of the northwest South China Sea (SCS) during the Wenchang Internal Wave Experiment. In this study, we investigate the characteristics of depression and elevation ISWs based on comparisons between observational results and internal wave theories. It is suggested that the large amplitude depression wave is better represented by the extended Korteweg-de Vries (EKdV) theory than by the KdV model, whereas the large amplitude elevation wave is in better agreement with the KdV equation than with the EKdV theory. Wave-induced forces on a supposed small-diameter cylindrical pile by depression and elevation waves are also estimated using the internal wave theory and Morison formula. The wave-induced force by elevation ISWs is rarely reported in the literature. It is found that the force induced by the elevation wave differs significantly from that by the depression wave, and the elevation wave generally produces greater force on the pile in the lower water column than the depression wave. These results show that ISWs in the study area can present a serious threat to ocean engineering structures, and should not be ignored in the design of oil platforms and ocean operations. 相似文献
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研究抗滑桩的受力特征是进行抗滑桩设计工作的关键。我国三峡库区部分堆积层滑坡发育多层滑带,而目前抗滑桩的设计方法仅针对单层滑坡,因此,对多层滑带堆积层滑坡—抗滑桩受力特征的研究具有重要意义。基于三峡库区堆积层滑坡工程地质特征,开展了多层滑带堆积层滑坡物理试验模型,在滑坡的后缘施加推力来模拟滑坡演化过程,同时监测滑坡—抗滑桩体系的多场信息。试验结果表明,在多层滑带堆积层滑坡的演化过程中,桩身受力表现出了很好的规律性。根据坡表位移的变化趋势,将滑坡演化分为4个阶段,在此基础上对桩身受力进行分析。滑坡推力分布图式中出现了4个极大值,土体抗力分布图式中出现唯一最大值,该试验结果为抗滑桩的设计提供了一定的理论支持。 相似文献
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锚索抗滑桩是滑坡的主要支护结构之一。目前, 软硬相间地层条件下锚索抗滑桩的受力与变形特征尚缺乏系统研究。以软硬相间地层为地质背景, 基于自主研发的柔性测斜仪和自动加载系统, 构建了锚索抗滑桩加固滑坡物理模型试验系统, 开展了锚索抗滑桩加固滑坡的物理模型试验, 揭示了推力不断增加过程中抗滑桩、锚索和滑体的变形与受力特征, 对比研究了布锚方式对桩-锚受力与变形的影响规律, 通过数值模拟的方法分析了软硬相间地层对锚索抗滑桩的影响机理, 并以双锚点抗滑桩为例进行了理论分析。研究结果表明: ①在滑坡-锚索抗滑桩体系中, 桩身各点位移和滑体深部位移均随桩身深度的增加而减小, 滑体后部位移速率大于中部, 且滑体位移速率大于桩身位移速率; ②单锚点抗滑桩的桩-锚推力分担比经历了4个阶段的变化, 趋于稳定时桩-锚推力分担比约为9∶1, 锚索拉力作用下桩身弯矩呈"S"型分布, 正负弯矩非对称; ③锚固角度越大, 锚索拉力的增速越大, 不同锚固角度对桩身内力值的影响主要体现在受荷段; ④多锚点抗滑桩结构的锚索分担更多的推力, 与单锚点抗滑桩相比, 双锚点与三锚点抗滑桩的最大桩身弯矩分别减小了22.41%和40.55%;⑤与均质地层相比, 软硬相间地层中软、硬岩交界面处基岩应力发生突变, 不同软岩厚度比和桩底是否嵌入硬岩, 均对锚索拉力和桩-岩之间的相互作用有不同程度的影响; 其次, 双锚点抗滑桩内力的理论值与试验结果较为接近。本研究成果可为软硬相间地层中锚索抗滑桩加固滑坡工程的优化设计提供依据。 相似文献
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随着我国公路建设不断向山区深入, 在地质构造复杂区公路边坡遇到断层破碎带的情况日渐增多, 亟需开展阻滑能力强的抗滑桩结构加固边坡研究。传统的人工挖孔桩施工模式存在高风险、低效率等缺点, 而组合式圆截面抗滑桩具有施工效率高、安全便捷等特点, 为此, 探究其对含断层破碎带边坡的加固效果具有现实意义。采用自主设计的边坡物理试验系统, 设计了5种不同破碎带厚度与组合式圆截面抗滑桩组合的物理模型, 采用坡顶逐级加载的方式模拟加载, 监测桩身应变、桩顶位移和桩后土压力, 采用高速相机捕捉滑体变形破坏图像, 并使用粒子图像测速(PIV)技术对图像进行处理。研究结果表明: 组合式圆截面抗滑桩通过限制桩后滑体水平位移, 并将滑体限制在前、后排桩间来达到加固边坡的效果; 滑体演化分为变形压密、加速变形和破坏滑移3个阶段; 前、后排桩桩后土压力比值介于1/3~1/2之间; 随断层破碎带厚度增加, 滑体水平滑移速率增大, 组合式圆截面抗滑桩的桩顶位移增大, 桩身最大正弯矩减小。模型试验与数值模拟计算的弯矩及桩顶位移较为吻合, 研究成果可为边坡工程组合式圆截面抗滑桩设计提供一定借鉴与参考。 相似文献
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基于分层注水数学模型的油藏数值模拟 总被引：1，自引：0，他引：1
为模拟油田注水开发历史,提高分层动用状况及剩余油模拟结果的可靠程度,根据油田分层注水资料,分析水嘴的嘴损特性,建立考虑启动压差、水嘴直径等嘴损特性的分层注水数学模型,计算分层注水井各层段嘴前流压,实现嘴损方程与井—网格压力方程的耦合;考虑分层注水油藏数值模拟线性系统生成,实现井筒流动与井—油藏流动相耦合,提出分层注水油藏数值模拟方法,在PBRS(并行黑油模拟器)实现数值模拟功能.结果表明:模型能够反映分层注水开采开发效果,对缓解油田层间动用矛盾、改善注水开发效果具有指导意义. 相似文献
12.
One of sea ice core samples was taken from Arctic by the First Chinese National Arctic Research Expedition Team in 1999. 20 vertical and 2 horizontal ice sections were cut out of the ice core sample 2.22 m in length, which covered the ice sheet from surface to bottom except losses for during sampling and section cutting. From the observation and analysis of the fabrics and crystals along the depth of the ice core sample, followings were found. Whole ice sheet consists of columnar, refrozen clastic pieces, granular, columnar, refrozen clastic pieces, granular, columnar and refrozen clastic pieces. This indicates that the ice core sample was 3-year old, and the ice sheet surface thawed and the melt water flowed into ice sheet during summer. Hence, the annual energy balance in Arctic can be determined by the ice sheet surface thawing in summer, and bottom growth in winter. The thickness of the ice sheet is kept constantly at a certain position based on the corresponding climate and ocean conditions; A new 相似文献
13.
密度大于水的重非水液相（DNAPLs）有机污染物在重力作用下向地下介质深部迁移从而增加污染范围。前人通过一维砂柱和二维砂箱试验发现利用密度调节技术可降低DNAPLs向下迁移的风险，但目前缺乏微观尺度上密度调节影响DNAPLs迁移的定量观测。本研究试验模拟丁醇注入微空隙调节四氯乙烯（PCE）的密度，通过建立非水相中染色PCE浓度、密度与灰度的定量关系，监测注入丁醇后空隙介质中非水相密度的动态变化，基于空隙中代表性非水相PCE受力情况分析其运移状态，揭示空隙尺度介质性质和密度调节程度对DNAPLs迁移的影响。试验结果表明:丁醇注入后，PCE浓度和密度迅速下降，离散状PCE与丁醇有效接触面积大且起效快；当非水相密度降至略大于水相密度时，非水相受毛细力和摩擦力的影响停止向下迁移；当非水相密度小于水相密度时，非水相才在注入压力与浮力的作用下克服毛细力、重力和摩擦力向上迁移；注入压力、摩擦力、毛细力、浮力与重力影响着空隙中非水相的迁移行为，空隙半径越大，毛细力对调节PCE向上迁移的影响越小；密度比水小的丁醇注入介质后向上迁移，因此丁醇从DNAPLs下端注入可提高修复效率。试验证实了向空隙介质中注入丁醇能够显著减小DNAPLs的密度从而降低其向下迁移的风险，为实际场地DNAPLs修复方案的制定提供微观机制方面的信息。 相似文献
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为了研究软岩地基桥桩的荷载传递性状、破坏机理,并获取在该地质条件下更为可靠的桩基计算参数,对秦巴山区软岩地基3根钻孔灌注试桩进行竖向静载试验.结果表明:秦巴山区软岩地基桥桩试桩荷载沉降曲线呈陡降型,实测竖向极限承载力为20500kN,桩的破坏方式为桩身材料强度破坏;淤泥质亚黏土地层中的碎石起到一定的骨架作用,增强了此地层桩极限侧阻力,发挥极限侧阻力所需的桩土(岩)相对位移为4~8mm;强风化砾岩表现为加工软化型,发挥极限侧阻力所需的桩土(岩)相对位移为3~8mm;中风化砂砾岩表现为明显的加工硬化型,所需的桩岩相对位移大,且桩极限侧阻力的特征点不明显;淤泥质亚黏土地层桩侧阻力占总荷载的60%~70%,随着桩顶荷载的逐步加大,该地层桩侧阻力所占比例不断下降,而嵌岩段桩侧阻力所占比例逐渐上升,达到55%~65%,嵌岩段桩侧阻力沿桩深的分布曲线表现出非线性的特征;试桩为端承摩擦桩,桩端阻力约占桩顶荷载的20%左右,且未充分发挥,在上部结构允许的沉降范围内,适当增加桩端的沉降有利于端阻力的发挥;桩侧阻力先于端阻力发挥,建议单桩承载力设计时分别采用不同的端阻力和侧阻力安全系数. 相似文献
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Zhang Mingjun Li Zhongqin Qin Dahe Xiao Cunde Yang Huian KANG Jiancheng Li Jun 《极地研究(英文版)》2001,12(1)
The main sources of nssSO24- and NO-3 were summarized in this paper. By analyzing the spatial distribution features of major ions in Antarctic ice sheet and studying on the different time of the same volcanic event recorded by different ice cores from different regions in Antarctica, this paper intends to study the transmission path of nssSO24- and NO-3. Results show that nssSO24- and NO-3 are transmitted to the ice sheet through long distance and high altitude. The procedure of the transmission is that nssSO24- and NO-2 are transmitted to the level between the top of troposphere and the bottom of stratosphere, then subsided to the ice sheet surface and spread to other regions. 相似文献
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Centrifugal model tests are playing an increasingly important role in investigating slope characteristics under rainfall conditions. However, conventional electronic transducers usually fail during centrifugal model tests because of the impacts of limited test space, high centrifugal force, and presence of water, with the result that limited valid data is obtained. In this study, Fiber Bragg Grating (FBG) sensing technology is employed in the design and development of displacement gauge, an anchor force gauge and an anti-slide pile moment gauge for use on centrifugal model slopes with and without a retaining structure. The two model slopes were installed and monitored at a centrifugal acceleration of 100 g. The test results show that the sensors developed succeed in capturing the deformation and retaining structure mechanical response of the model slopes during and after rainfall. The deformation curve for the slope without retaining structure shows a steep response that turns gradual for the slope with retaining structure. Importantly, for the slope with the retaining structure, results suggest that more attention be paid to increase of anchor force and anti-slide pile moment during rainfall. This study verifies the effectiveness of FBG sensing technology in centrifuge research and presents a new and innovative method for slope model testing under rainfall conditions. 相似文献
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东营地区地热资源丰富,主要开采层位为新近纪馆陶组、古近纪东营组,热储类型为低温温热水、热水型层状孔隙-裂隙型砂岩热储,地下热水补给条件较差。近年来,随着地热资源的开发利用规模的加大,开采密集地带的热水头明显下降,存在资源枯竭,引发地质环境问题的威胁。采用回灌方式补充地下水源,是实现地热资源可持续利用和地质环境保护的有效措施。为研究该区地热回灌可行性与回灌制约因素,在南展区开展了多次回灌试验,试验表明,该层热储回灌空间大,回灌条件较好,压力对回灌效果影响明显,回灌水体温度对回灌效果影响较大。利用回灌量与回灌水头之间的影响关系,模拟计算不同温度下回灌水头的变化情况,探讨了回灌量与回灌水体温度的影响关系,对回灌研究具有一定的指导意义。 相似文献
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蒙阴县汇泉峪地区石灰石资源开采历史悠久,过去粗放式开采造成山体及周边土地破损、占压严重,矿山废弃多年未得到有效治理。为消除破损山体视觉污染、地质灾害隐患,减少山体周边水土流失,实施了废弃矿山综合生态修复工程。通过矿区基础地质调查和现状测绘,综合分析了废弃矿山开采现状和矿山地质环境问题,结合建筑边坡、结构设计等建筑方面的相关要求,深入分析矿区地质条件、采石立面岩体特性和周边基础设施情况,详细介绍了桩板式挡土墙后覆土绿化的采石面治理方式,分析了综合治理模式的成效和适用条件,为露天开采矿山综合治理提供了参考。 相似文献