多年冻土地基正温输气管道地温场实测及分析     

施瑞  徐震  刘德仁  蒋代军  王旭  胡渊  温智 《冰川冻土》2019,41(4):865-874

我国有多条油气管道位于多年冻土地区，工程问题层出不穷。因输送介质处于正温状态，其所释放热量对管道周围冻土冻融过程有极大影响。为阐明正温管道对多年冻土温度场及冻融特征的影响，基于西部某多年冻土区正温输气管道现场实验，对管道地基温度场进行了为期1年的现场实测。数据分析表明，多年冻土天然上限为1.5~2.0 m；土体融化期及冻结期分别为6-10月、11-次年5月；监测段多年冻土热量收支基本平衡，属于不稳定冻土，在外界热扰动下极易退化；正温输气管道的存在引起了多年冻土的退化且对其温度场有很大影响，水平方向影响范围约1.5 m，管下最大融深可达7.0 m。同时指出了针对处于临界状态的多年冻土，在基于对其全面、深入了解的基础上，越早考虑相关工程建设带来的热扰动对多年冻土的不利影响，则处置难度越低且损失越小。  相似文献   

Analytical solution of seismic response of base-isolated structure with supplemental inerter     

Kun Ye  Shuai Shu  Liang Hu  Hongping Zhu 《地震工程与结构动力学》2019,48(9):1083-1090

Closed-form solutions are derived for the modal characteristics and seismic response of a base-isolated structure equipped with additional inerters. By simplifying the structure-isolator-inerter system in terms of the two-degree-of-freedom (2DOF) model, the modal frequencies, mode shapes, damping ratios, and participation factors of the system are derived. Consequently, analytical seismic response solutions are formulated by the modal superposition method. Utilizing these analytical solutions, an extensive parametric study has been carried out to investigate the effect of supplement inerters on both the modal characteristics and seismic response of the structure-isolator-inerter system. There is a critical inertance leading to the zero second modal participation factor (ie, the disappearance of the second modal response). The associated critical inertance ratio is derived in closed form as well. Moreover, it is observed that the reduction of deformation of isolators by increasing the inertance may be offset by the increase in relative displacements of the superstructure. To circumvent this adverse effect, an optimal range of inertance is identified whereby both the deformation of isolators and the relative displacement of the superstructure are mitigated concurrently.  相似文献   

NaCl溶液饱和膨胀土的压缩特性及其微观机制     

梁维云  韦昌富  颜荣涛  杨德欢 《岩土力学》2019,40(12):4759-4766

孔隙溶液浓度及组份改变会影响膨胀土颗粒间作用力，改变微观孔隙结构，从而影响土体的物理力学特性。为此，以宁明膨胀土为研究对象，采用不同浓度NaCl溶液制备泥浆预固结重塑样开展一维压缩试验和压汞试验，研究化学作用对重塑天然膨胀土的压缩性和微观孔隙结构的影响规律。结果表明：随着渗透吸力增加，颗粒间水化能力降低，物理化学力使土颗粒由分散状态转变为集聚体状态，形成了集聚体内孔和集聚体间孔，土体表现出双峰孔隙分布特征。预固结样（压力为20 kPa）的初始孔隙比随渗透吸力增加而减小，进而导致固结屈服应力增加；但是渗透吸力对压缩性影响不大，压缩指数和回弹指数基本不变。此外，利用固结系数计算了土体的渗透系数，随着竖向压力增加渗透系数降低；当竖向压力小于200 kPa时，随着渗透吸力增加，渗透系数先增加后减小，但是竖向压力超过200 kPa后，渗透系数变化不大。分析发现，渗透吸力增加导致大孔隙增加，渗透系数增加，但同时密实度增加会导致渗透系数降低，低竖向压力下渗透性受密实度和微观孔隙结构变化耦合作用控制。  相似文献   

Dynamos in an annulus with fields linear in the axial coordinate     

R. H. Vaz  F. A. T. Boshier  A. J. Mestel 《地球物理与天体物理流体动力学》2018,112(3):222-234

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Net Horizontal Payments for Ecosystem Services: An Application in the Beijing-Tianjin-Hebei Region of China     

LIN Yongsheng  GUO Zhixin  ZHENG Yaomin  ZHANG Lirong  HUANG Huabing 《资源与生态学报(英文版)》2019,10(1):63-68

Payments for ecosystem services (PES) are one kind of important tool for environmental protection, and have been widely studied by international scholars and conservationists. Based various definitions of PES from recent articles, we have outlined four principles for PES: parity, measurability, additionality and conditionality, and then have used these principles to develop a formula to calculate a standard for PES. Finding a way to use PES to achieve a win-win relationship between economic growth and environmental protection in the Beijing-Tianjin-Hebei Region (BTHR) is a key task for Chinese government. Synergetic development of BTHR has become a national strategy, like The Belt and Road Initiative. This article employed the formula we developed to calculate the net horizontal PES amounts that each provincial government within BTHR should pay. Our findings show that Beijing should have paid 10.44×10⁹ Yuan (0.4% of Beijing’s GRP) and Tianjin 16.56×10⁹ Yuan (0.93% of Tianjin’s GRP) to Hebei in 2016.  相似文献   

Dynamic analysis of a cylindrical casing–cement structure in a poroelastic stratum          下载免费PDF全文

Yang Xia  Yan Jin  Mian Chen  Yunhu Lu 《国际地质力学数值与分析法杂志》2017,41(12):1362-1389

The transient response of a cylindrical casing–cement structure in a poroelastic stratum under dynamic radial tractions is one of the significant issues during the analysis of downhole operations and the selection of safe material. Based on the Biot theory and general elastic mechanics, this paper gives a set of exact solutions for radial displacement, stresses for the casing–cement system and the pore pressure of the infinite surrounding poroelastic stratum in the Laplace transform space. Solutions are presented for three different types of transient radial loadings acting on the surface of casing, i.e., suddenly applied constant load, gradually applied step load and triangular pulse load. Time domain solutions are obtained using a reliable numerical method of inverse Laplace transforms. A detailed parametric study about the transient response is presented both at the casing–cement interface and the cement–stratum interface, and the distributions of the pore pressure and the effective stresses in the stratum are also examined. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

2016年安徽无为MS3.0震群序列发震构造与震后趋势研究     

倪红玉  刘泽民  洪德全  赵朋  汪小厉 《中国地震》2017,33(3):365-373

首先通过模板匹配方法检测无为震群活动期间目录遗漏的地震事件，共识别出5次遗漏地震事件，震级为M_L0.5～1.2，得到了更为完整的地震目录；然后基于波形互相关震相检测技术标定震相到时，进而采用双差定位方法进行精定位，精定位后震群分布更加集中，未见明显的优势方位分布；采用Snoke方法计算震级较大地震的震源机制，结果表明，此次震群为NEE向的水平挤压与NNE向的水平拉张应力场作用下具逆冲分量的走滑型地震活动，严家桥-枫沙湖断裂可能为其发震构造；最后，计算了震群序列的视应力，结果显示，视应力和扣除震级影响后的差视应力随着震群序列的衰减逐渐恢复，因此，分析认为，随着无为震群序列的衰减，震源区发生更大地震的可能性不大。  相似文献   

分析土和结构相互作用的一种实用耦合方法          下载免费PDF全文

古泉  彭伊  曾志弘 《地震工程学报》2015,37(3):845-850

提出一种新的数值解与解析解耦合的理论和计算方法,研究土-结构相互作用(SSI)体系的地震动力响应。采用大型有限元软件OpenSees模拟复杂结构的非线性行为,用等效线弹性频域内解析解模拟地基土的行为,使用时域离散递归方法将频域内的解析解转化到时域内,再通过子结构边界上力和位移的协调条件来求解。二者之间的耦合和实时数据交流通过CS集成方法来实现。以一个单自由度算例和一个实际工程为例,验证此方法的精度、稳定性和工程实用性,对比在考虑和不考虑SSI体系情况下结构动力响应的区别。本文所提的耦合SSI计算方法和部分研究成果可为工程设计人员提供参考。  相似文献   

Analytical model of well leakage pressure perturbations in a closed aquifer system     

《Advances in water resources》2014

Deep saline aquifers are commonly used for disposal and storage of various surface fluids. The target injection zone must be hydraulically isolated from overlying zones in order to ensure containment of the injected fluids. Improperly plugged nonoperational abandoned wells that penetrate the injection zone are the main potential leakage pathways. Leakage through such wells may cause an observable pressure signal in a zone overlying the injection zone; such a signal can be used to detect the leakage. In this paper we develop an analytical model to evaluate the pressure change induced by leakage through a well in a multilayer system. Unlike previous analytical models on the topic, our model uses a closed system, which may significantly affect the strength and behavior of the pressure signal induced by leakage. The analytical model is first presented for a two-layer system centered at the leaky well location. We evaluate the leakage-induced pressure change using the Laplace transform of Duhamel’s superposition integral, yielding the solution in the Laplace domain. We then derive a late-time asymptotic solution using the final value theorem, which suggests that the leakage rate becomes constant after sufficient time. We then obtain the multilayer solution by extending the two-layer solution and presenting it in matrix form in the Laplace domain. We apply the solution to three examples. In the first example, we apply the analytical model to a two-layer system, investigating its behavior and comparing the results with a numerical solution. In order to demonstrate behavior and potential applications of the multilayer analytical model, we present two multilayer examples: one with identical layers and another, replicating a CO₂ storage site, with dissimilar layers. The leakage-induced pressure change does not necessarily decrease as the distance increases from the injection zone toward the surface.  相似文献   

变荷载下双层地基一维非线性固结近似解析解     

江留慧  李传勋  杨怡青  张锐 《岩土力学》2020,41(5):1583-1590

目前考虑土体非线性压缩及渗透特性的双层地基非线性固结解均假定土体固结系数保持不变，能反映固结系数变化的双层地基非线性固结解还很鲜见。引入经典的e- 和e- 非线性关系描述土体的非线性压缩、渗透特性，在假定双层地基上、下土层压缩指数与渗透指数比值 相等且不等于1的基础上，得到变荷载下考虑土体固结系数变化的双层地基一维非线性固结近似解。该解答在 1条件下可退化为已有的 1时双层地基一维非线性固结解。基于此解探讨了双层地基上、下土层参数的相对比值对非线性固结性状的影响。结果表明：单面排水条件下 越小，下层土与上层土的相对压缩性越低、相对渗透性越高，则双层地基非线性固结速率越快；减小 值，增加双层地基中压缩性小、渗透性高的土层的厚度，会加快地基的固结速率。  相似文献