Response of a scale-model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests     

Yung-Yen Ko  Yi-Ting Li 《地震工程与结构动力学》2020,49(15):1682-1701

To investigate the seismic response of a pile group during liquefaction, shaking table tests on a 1/25 scale model of a 2 × 2 pile group were conducted, which were pilot tests of a test project of a scale-model offshore wind turbine with jacket foundation. A large laminar shear box was utilized as the soil container to prepare a liquefiable sandy ground specimen. The pile group model comprising four slender aluminum piles with their pile heads connected by a rigid frame was designed with similitude considerations focusing on soil–pile interaction. The input motions were 2-Hz sinusoids with various acceleration amplitudes. The excess pore water pressure generation indicated that the upper half of the ground specimen reached initial liquefaction under the 50-gal-amplitude excitation, whereas in the 75-gal-amplitude test, almost entire ground was liquefied. Accelerations in soil, on the movable frames composing the laminar boundary of the shear box, and along the pile showed limited difference at the same elevation before liquefaction. After liquefaction, the soil and the movable-frame accelerations that represented the ground response considerably reduced, whereas both the movable frames and the piles exhibited high-frequency jitters other than 2-Hz sinusoid, and meantime, remarkable phase difference between the responses of the pile group and the ground was observed, all probably due to the substantial degradation of liquefied soil. Axial strains along the pile implied its double-curvature bending behavior, and the accordingly calculated moment declined significantly after liquefaction. These observations demonstrated the interaction between soil and piles during liquefaction.  相似文献   

敦煌-格尔木铁路沿线风动力环境特征     

鱼燕萍  张克存  安志山  张余 《中国沙漠》2020,40(1):41-48

敦煌-格尔木铁路沿线地形复杂、起沙因素多变、沙源丰富，沙害问题日益严重。目前对其风沙活动规律还未有研究，不利于防沙工作的开展。为此，通过对自北向南的5个观测点（S1、S2、S3、S4、S5）风速和风向的观测、计算和分析，利用平均风速、起沙风况及输沙势对敦格铁路沿线的风动力环境特征进行研究。结果表明：S5、S4和S3的风况对铁路风沙灾害防治意义较大。S5年平均风速、起沙风频率和输沙势最大，春季风沙活动最为强烈，且风向单一、风力强劲，风沙运动方向基本与铁路垂直，沙粒易在铁路附近堆积。S4夏季风沙活动最为强烈；S3春季风沙活动最为强烈，且风向单一，S4和S3的风沙运动方向与铁路夹角小于90°，附近沙源广阔，铁路易受风沙侵蚀，阻碍交通运营。  相似文献   

游客-环境互动视角下旅游者目的地环境恢复性效应     

朱芳  苏勤  陶云  沈惊宏 《热带地理》2020,40(4):636-648

日常生活环境和旅游目的地环境都可以为个体提供恢复的机会，不同环境的属性特征导致不同程度的恢复。为了探究环境类型与恢复性效应之间的关系及停留时间的调节作用，文章采用问卷调查方式，利用配对样本t检验和混合设计方差分析相结合的方法，探讨游客在不同环境中的恢复性效应，并对这一现象提供心理上的解释。结果表明：1）恢复体验的4个维度（放松体验、心理脱离、掌握体验、控制体验）在旅游目的地环境中的得分均高于日常生活环境。2）掌握和控制体验维度在城市旅游目的地中的变化程度高于乡村旅游目的地，两种类型目的地的放松和心理脱离维度差异较小。3）随着在目的地停留时间的延长，乡村旅游目的地放松体验和心理脱离维度变化程度高于城市旅游目的地，两种类型目的地环境恢复性效应会相互靠近。因此，游客的环境恢复性效应不仅受到环境和目的地类型的影响，同时还与游客的适应程度有关，且受到其停留时间的调节作用。  相似文献   

A land-use mix allocation model considering adjacency,intensity, and proximity     

Sunyong Eom  Tsutomu Suzuki  Myeong-Hun Lee 《International journal of geographical information science》2020,34(5):899-923

ABSTRACT

Land-Use Mix (LUM) refers to the strategy of integrating complementary functions within a building or area. While LUM has become a dominant approach in urban planning, its actual benefits and vision for spatial planning remain unclear. To clarify this issue, this study discerns the spatial features of land-use patterns depending on the compatibilities among land-use categories. Accordingly, this study introduces three LUM measures – adjacency, intensity, and proximity – to identify differences in the spatial distribution of land-use categories. Based on these measures, a land-use allocation model is developed to specify spatial patterns satisfying the given compatibilities. This model is tested by applying the concept of the neighborhood unit on a case study of normative land-use patterns subject to specified compatibilities. The results describe spatial features of four compatibility sets, including a set exhibiting a compatibility conflict between the same land-use pair and LUM measures when, for example, a given land-use pair is compatible in terms of intensity but incompatible in terms of proximity. Understanding the spatial features of a normative land-use pattern that satisfies various possible compatibilities will facilitate the incorporation of the LUM approach into local planning guidance and zoning ordinances.  相似文献   

渤海湾表层沉积物元素地球化学分布特征与影响因素     

张连杰  朱龙海  张盼  赵博  王鹏 《海洋科学》2019,43(6):78-87

对取自渤海湾的307个表层沉积物进行了元素测试和粒度分析。渤海湾表层沉积物的常微量元素呈现4种组合:富集于粗粒沉积区的SiO_2、Na_2O亲碎屑元素组合;富集于细粒沉积区的以Al_2O_3和重金属元素为代表的亲黏土元素组合;与缺氧环境有关的MnO、V、TOC元素组合和与河流输入有关的陆源CaO、TiO_2元素组合。粒度粗细主导了渤海湾元素含量分布的整体格局;海域河流物源供应不同较大影响了渤海湾南部(富Na_2O、CaO和SiO_2)和北部(富Ba和P_2O_5)在元素含量上的差异;高流速潮流对海底的冲刷再分配导致曹妃甸南侧Sr、Ca元素的条带状富集异常;有机质在细粒沉积区的富集导致缺氧环境的形成和K_2O、Mn、V、自生黄铁矿的海洋自生化学沉积;人类活动导致以Pb为代表的重金属污染在河流入海口、港口及沿岸海域的元素分布异常;曹妃甸沙坝内侧的泻湖(海洋钙质生物沉积)与沙坝外侧水下岸坡(陆源碎屑沉积)的截然不同的物源,导致了独特地貌沉积环境下元素分布的局部差异。  相似文献   

白洋淀生态需水:进展及展望   总被引：1，自引：0，他引：1  

杨薇  赵彦伟  刘强  孙涛 《湖泊科学》2020,32(2):294-308

采用文献计量、统计分析等手段收集了国内外关于白洋淀生态需水核算的研究成果,系统梳理了15种白洋淀生态需水核算方法,获得了白洋淀不同时间尺度、不同等级生态需水核算结果,并结合雄安新区规划对白洋淀生态需水核算存在的问题及未来的需求提出了展望统计结果表明,白洋淀最小生态水位为7.45±0.66 m,适宜水位为8.61±0.52 m,最大水位为9.46±0.51 m;各等级生态需水月际变化趋势大致相同,8 9月最大,5月最小,但各月不同等级生态需水量的变幅较大;白洋淀最小生态补水量为1.35亿m~3,适宜补水量2.40亿m~3,最大生态补水量6.20亿m~3从支撑雄安新区规划建设的角度来看,目前白洋淀生态需水核算中面临的不足主要集中在生态管理目标和方法选择导致核算结果差异较大、缺乏淀区生态需水机制的阐释、生态需水核算时间尺度较粗略、未考虑淀区空间异质性的需水差异以及忽略河湖水文连通关系与过程5个方面;最后,以恢复白洋淀良性生态系统为导向,从分级分区开展白洋淀生态需水精细核算、分时分段淀区生态需水量质耦合模拟和考虑河湖沼连通的淀区水动力过程恢复3个方面提出了未来研究的建议与展望.  相似文献   

基于RS和GIS的临武县矿山地质环境调查评价          下载免费PDF全文

刘博  姚腾飞  皮建高  周鑫  王璨 《中国地质灾害与防治学报》2020,31(1):135-142

本文通过遥感解译和实地核查,查明了临武县主要的矿山地质环境问题,并对矿山地质环境问题和地质环境背景条件进行分析研究,建立矿山地质环境综合评价指标体系,应用"专家打分-层次分析法"确定评价指标权重,根据相关规范确定评价指标等级,建立评价模型。基于ArcGIS平台,对各指标进行信息提取、赋值和叠加运算,再根据综合评价分级标准,得到矿山地质环境综合评价分区图。评价结果与实际调查情况相符,说明建立的评价指标体系较合理。研究成果对临武县矿山地质环境保护与生态文明建设具有重要的参考意义。  相似文献   

云南广南县老寨湾金矿地质特征及找矿标志     

高李阳  顾雄  吴小梅 《云南地质》2020,(1):71-75

广南县老寨湾金矿位于滇、黔、桂“金三角”重要成矿区带上,金矿体矿体呈似层状赋存于断层构造破碎带或层间构造破碎带中,构造控矿明显。矿体围岩均为下泥盆统坡松冲组第一段(D1ps1)硅化石英砂岩;矿床成因属中-低温热液叠加改造型金矿床,断层构造、硅化等矿化蚀变及地球化学异常是重要的找矿标志。  相似文献   

金伯利岩型金刚石矿床研究及其成矿模式探讨——以辽宁瓦房店地区金刚石原生矿矿床为例     

刘礼广  吴大天  韩双  万方来  林少全  杨献忠 《地质学报》2020,94(9):2650-2665

辽宁南部瓦房店金刚石矿是国内最大的金刚石矿产区，现已发现4处金刚石成矿带、120个岩体。其中金伯利岩岩管24个、岩脉89个、可疑岩体7个，累计提交1221万克拉储量，占全国金刚石储量52%。本文主要对该矿床的金刚石母岩—金伯利岩的岩石地球化学特征进行了全面系统分析，发现金伯利岩中MgO、NiO、Cr 2O 3的含量与TiO 2、Al 2O 3、Na 2O、K 2O、CaO、P 2O 5等偏碱性组分呈正相关关系；Ni、Cr、Co含量与金刚石含量呈正相关，而Ti、Zr、Ba元素含量与金刚石含量呈负相关。通过对瓦房店矿区金刚石中石榴石及单斜辉石包裹体、橄榄石- 石榴石矿物对、石榴石微量元素、尖晶石- 橄榄石等多种地质温、压计归纳得出金刚石矿的来源深度为150~210 km,压力5~7 GPa，温度1083~1261℃，在上述温、压条件下，结合岩浆化学组成，估算金伯利岩具有低氧逸度(fO 2=2. 913×1. 01325×10-6Pa)的特点。结合野外勘查工作，总结了该矿床的地质特征、控矿构造、矿体空间分布规律等要素，认为NEE向和NE向断裂控制着金伯利岩体的展布方向和矿体形态。脉状金伯利岩体一般呈NEE 70°~80°方向展布，严格受NEE至近EW向的密集节理或裂隙控制。提出了金刚石母岩—金伯利岩是由源于上地幔岩浆，在一定的封闭条件下，受构造与岩性双重控制，多期性的爆发与侵入交替作用所形成，并建立了具有较高氧逸度和较高密度的流变性软流圈，通过渗滤熔体浸蚀岩石圈形成金刚石的理想成因模式，希望为下一步找矿工作提供参考。  相似文献   

An extended finite volume method and fixed-stress approach for modeling fluid injection–induced tensile opening in fractured reservoirs     

Rajdeep Deb  Patrick Jenny 《国际地质力学数值与分析法杂志》2020,44(8):1128-1144

Fluid injection–induced tensile opening is modeled using an extended finite volume method (XFVM). An embedded fracture strategy is used for the flow problem, that is, the fractures are discretized using finite volume segments without resolving the grid around them. Further, the discontinuities across fractures are modeled using special basis functions. The fracture openings due to enhanced fluid pressure and the associated shear slip due to traction free boundary condition on the fracture segments are both modeled using these special discontinuity basis functions. Mass transfer between fractures and matrix is modeled using the pressure difference. The enhancement of fracture storativity due to tensile opening leads to stronger coupling between flow and mechanics. An iterative scheme relying on the fixed-stress approach for fractures, which conserves the stress dependent terms over each iteration of the flow problem, has been introduced. Tensile opening has been simulated for single fractures embedded in two- and three-dimensional matrices. The convergence criterion for sequentially implicit fixed-stress scheme for fractures embedded in elastic media is established and has been validated numerically. Further, for 2D simulations, the effect of the matrix permeability for fracture propagation due to tensile opening has been studied.  相似文献