Driving forces and their interactions of built-up land expansion based on the geographical detector – a case study of Beijing,China     

Hongrun Ju  Lijun Zuo  Jinfeng Wang  Shengrui Zhang  Xiao Wang 《International journal of geographical information science》2016,30(11):2188-2207

Scientific interpretation of the driving forces of built-up land expansion is essential to urban planning and policy-making. In general, built-up land expansion results from the interactions of different factors, and thus, understanding the combined impacts of built-up land expansion is beneficial. However, previous studies have primarily been concerned with the separate effect of each driver, rather than the interactions between the drivers. Using the built-up land expansion in Beijing from 2000 to 2010 as a study case, this research aims to fill this gap. A spatial statistical method, named the geographical detector, was used to investigate the effects of physical and socioeconomic factors. The effects of policy factors were also explored using physical and socioeconomic factors as proxies. The results showed that the modifiable areal unit problem existed in the geographical detector, and 4000 m might be the optimal scale for the classification performed in this study. At this scale, the interactions between most factors enhanced each other, which indicated that the interactions had greater effects on the built-up land expansion than any single factor. In addition, two pairs of nonlinear enhancement, the greatest enhancement type, were found between the distance to rivers and two socioeconomic factors: the total investment in fixed assets and GDP. Moreover, it was found that the urban plans, environmental protection policies and major events had a great impact on built-up land expansion. The findings of this study verify that the geographical detector is applicable in analysing the driving forces of built-up land expansion. This study also offers a new perspective in researching the interactions between different drivers.  相似文献   

浮托安装进船过程中护舷碰撞力实测研究   总被引：2，自引：1，他引：1  

葛洪亮  李欣  杨建民  田新亮 《海洋工程》2016,34(3):19-27

浮托安装法广泛应用于大型组块海上安装。导管架平台上部组块浮托安装进船过程中,风、浪、流引起的浮托驳船横向运动造成浮托驳船与导管架桩腿的碰撞,碰撞力可能会对导管架结构造成损伤。陆丰7-2上部组块浮托安装中,为了监测碰撞力大小,设计了碰撞力海上监测系统。通过在导管架外侧四个桩腿上安装光纤光栅应变传感器对碰撞过程中导管架桩腿进行应力监测,进而计算碰撞力。对碰撞过程,载荷作用位置、方向进行简化,并对载荷大小及垂向作用位置对计算的影响进行了研究。结构分析模型简化后,测点von-Mises应力与碰撞力大小成正比,对导管架整体结构建模计算并取局部结构计算比例系数,结合应力实测数据计算出进船过程中驳船对导管架桩腿碰撞力。  相似文献   

Safety Assessment of Buried Pipeline during Pile Driving Vibration in Offshore Engineering     

Jingbo Su  Jianfeng Li  Ruihu Zhu  Wanggen Qin  Qiu Zhai 《Marine Georesources & Geotechnology》2016,34(7):689-702

To assess the impact of pile driving on adjacent submarine pipelines during the reconstruction of a pier berth, the local damage model of submarine pipelines is established to explore the safety thresholds of the particle peak velocity and horizontal displacement. The results are analyzed and adjusted by the existing standards and the corresponding literatures. Then, a three-dimensional numerical model is presented to assess the feasibility of the construction of piles by the obtained safety limits, in which the nonlinear behavior of the soil and stress–seepage coupling analysis are considered. After the construction, the safety of submarine pipelines is rechecked by the measured value of the particle peak velocity and horizontal displacement. Meanwhile, the propagation law of vibration, the horizontal displacement of underground soil, and the pore pressure during pile driving are explored. The results indicate that the construction of piles of 2# mooring pier did not cause damage to adjacent submarine pipelines. However, the construction of piles of 1# mooring pier which is nearer may cause damage to submarine pipelines.  相似文献   

基于恒速压汞技术研究页岩气储层孔隙结构:以湘西北地区五峰组页岩为例     

王静 《地质与勘探》2021,57(2):450-456

页岩气储层孔隙结构是页岩气富集成藏、储层评价和优选有利区的关键参数,区分孔隙和喉道是表征页岩气储层孔隙结构的关键。本文选择4块具有不同渗透率的湘西北地区奥陶系五峰组页岩为研究对象,基于恒速压汞实验讨论孔隙和喉道的大小、分布特征及其相互关系以及与渗透率的联系。结果表明:具有不同渗透率的页岩样品表现为较为相近的孔径分布特征但差异较大的喉道分布特征。页岩样品渗透率的大小与孔隙半径没有明显相关关系;喉道大小及其分布特征是控制低渗储层孔隙结构的关键要素之一。渗透率较低页岩样品的喉道以喉道半径小且集中分布为特征,而渗透率较大页岩样品的喉道以喉道半径大呈分散分布但主要以大喉道为特征。喉道特征是研究页岩气储层储集空间和吸附能力的重要部分,在以后对页岩气的勘探开发中应特别注意及重视。  相似文献   

ZDY12000LD型履带液压钻机机身立柱断裂分析          下载免费PDF全文

李骏  焉忠方  路前海 《探矿工程》2021,48(S1):339-342

钻机立柱是煤矿井下设备工作重要的承载部件,其性能直接影响整车工作的安全性和可靠性。通过建立立柱三维模型,对ZDY12000LD型定向钻机立柱的有限元分析,在最大起拔力下对立柱进行强度校核。将原立柱材料Q345钢改为Q550钢,显著提高了立柱的力学性能,立柱可承受的弯曲应力提高了43%,变形量减小4%,承载能力和安全可靠性显著提高,增强了钻机运行的稳定性、安全性和可靠性。  相似文献   

免共振沉桩过程对地表振动影响的FLAC3D数值模拟     

魏家斌  王卫东  吴江斌 《吉林大学学报(地球科学版)》2021,51(5):1514-1522

为研究免共振沉桩过程对地表振动影响,采用密度放大法以消除模型桩弹性模量过大对计算效率的影响,在有限差分软件FLAC^3D中建立了相应的连续振动沉桩模型,并和文献中的现场测试结果进行了比较,分析了激振力幅值和振动频率这两个施工参数对地表振动响应的影响。结果表明：密度放大法可有效提高数值模拟的计算效率,模拟沉桩7.0倍桩径（4.9 m）所需计算时间约为12.0 h,数值结果较好地模拟了现场测试中免共振沉桩的地表振动影响;激振力幅值和振动频率均主要对近场（水平距离为5.0倍桩径范围内）的地表振动有明显影响;临界沉桩深度与地表振动影响峰值相对应,该深度随水平距离先增大后趋于稳定;激振力幅值对临界沉桩深度的改变不明显,振动频率对远场临界沉桩深度则有较明显影响。  相似文献   

用王水分解含金矿物的机理探讨   总被引：2，自引：0，他引：2  

王占国 《铀矿地质》1989,5(5):311-316

本文从理论上对王水分解含金矿物的机理进行了探讨。在非标准状态下,温度、压力不变,改变体系中物质的浓度、酸度条件,用能斯特公式求解体系中HNO_3和Au的电极电位值,而后用EMF(电池电动势)根据规则判断反应是否可以进行。经理论计算,结论是可行的。另外由于Au~(3 )和Cl~-大量存在时,生成稳定的[AuCl_4]~-,经过络合作用,促使了HNO_3和Au的氧化还原反应,最终使含金矿物溶解完全。作者认为王水同含金矿物反应的机理是:氧化和络合的双重作用。  相似文献   

临汾裂谷现代构造应力场特征及其数值模拟          下载免费PDF全文

强祖基  谢富仁 《地球物理学报》1988,31(5):556-565

根据断层错动资料和小地震的平均震源机制解结果,运用弹性力学的叠加原理,对临汾裂谷作三维有限元模拟,反演其构造应力场。结果表明,临汾裂谷现今主要受南东东-北西西向引张力作用,辅之以北东-南西方向的挤压,同时在裂谷的中心叠加有底层拖曳的深部作用。  相似文献   

内蒙古敖脑达坝斑岩型铜银锡多金属矿床围岩蚀变特征研究   总被引：1，自引：0，他引：1  

赵元芝  程泽君 《吉林地质》1994,13(2):57-62

在给出明确的命名原则基础上，将矿床的蚀变围岩划分为五类：黄玉石英交代岩、绿泥石石英交代岩、绢云母石英交代岩、电气石绿泥石化花岗斑岩、钾长石化花岗斑岩。在平面上岩体中心部位为黄玉石英蚀变带，其两侧为绿泥石石英蚀变带；在剖面上由上向下依次出现绿泥石石英蚀变带→黄玉石英蚀变带→绢英岩化带→钾化带→（电气石）绿泥石化带。从蚀变岩石地球化学角度阐述了铜银锡各自不同的成矿部位。  相似文献   

川西地区劳动就业研究   总被引：3，自引：0，他引：3  

陈国阶 《地理研究》1993,12(3):89-99

以川西作为研究区域,对农村劳动力转移或非农就业从自然—人文相结合的观点进行了探讨。  相似文献