三维构造模拟方法--体平衡技术研究

为了实现三维构造史模拟,在二维平衡剖面技术的基础上,提出了适用于在维构造模拟的方法－体平衡技术,其核心是通过分析断层演化及地层变形在三维空间中的特殊性,建立三维复杂构造的数学模型和三维物质平衡方法,它简化了平衡时三维的体积计算和对不平衡体积构造体的适应性,从而减少了三维构造模拟的实现难度。     

[专稿] 生态文明的自然本原

何为生态文明的自然本原?它就是良性的生态循环.生态文明的自然基础是一系列生态系统的良性循环——森林生态系统、草地生态系统、农业生态系统、湖泊生态系统、河流生态系统、海洋生态系统……等等,而良性循环的标志有二:1)为人类提供清洁的水源、新鲜的空气、优质的农-牧-渔产品、舒心的休闲景观等,这些是我们身心健康的前提,没有它们的支撑,人类文明的大厦将难以为继;2)为珍稀濒危以及土著物种提供良好的栖息之地,维持良好的生态平衡关系,增加生态系统对外界干扰的可塑性.     

基于Monte Carlo模拟的三维剖面地质界线不确定性分析

三维剖面地质界线是构建三维地质结构模型的重要基础数据,其不确定性会影响三维模型的几何形态和属性分布。以单一分布为假设前提的统计学不确定性分析方法掩盖了其他概率分布特征对模型的影响。突破单一误差分布条件的假设前提,本文使用Monte Carlo方法模拟了不同概率分布情况下地质剖面数据中地质界线的抽样采集,以及地质界线空间分布的不确定性;依托地质界线空间位置与地质属性的耦合关系,提出了用地质属性概率分布实现地质界线空间不确定性的定量可视化,并结合实际地质剖面探讨了多种概率分布条件下地质界线的空间不确定性。实例研究表明,基于Monte Carlo模拟的不确定性分析方法可以突破单一误差分布假设条件,结合地质属性概率可充分揭示出建模数据的内在不确定性与模型外在要素形态之间的耦合关系。     

基于密度的线数据分组算法研究

目前,地理空间数据面临着由于数据量膨胀和计算量高速增长而引起算法效率低的问题,采用"分而治之"的数据分组策略提高运算效率已成为研究的热点。面向分布不均匀的线数据,本文提出了基于密度的线数据分组算法(简称LGAD)。首先,算法通过查找高密度区提取样本线段,保证了分组算法的起点落到高密区;其次,考虑线空间拓扑关系的复杂性,引用水平、垂直和夹角距离度量线段间距离,创建样本线段与其他线段的距离矩阵;最后,以距离矩阵和最优选择方法实现数据负载均衡分组。实验结果显示,对数据分组和分组后数据进行线段聚类的2个过程中,该算法体现了较好的时间优势,与串行计算相比,在分组数为2-12 时,平均比率达4.3,提高了应用的响应速度,具有较好的实际意义。     

不同平衡堆载条件下桩基承载特性的原位试验研究

沿海吹填围垦地区土质较差,淤泥软弱土层较厚,在后期填土作用下土体会产生很大的固结沉降。后期不同堆载填土方式对桥梁基础影响较大,可降低基桩承载力,同时平衡堆载主要增加基桩的沉降,而不平衡堆载则对基桩水平位移影响较大。结合台州湾大桥工程建设,选取3根基桩进行了平衡堆载（围载）试验,另外,选取了3根基桩进行了不平衡堆载试验,研究不同堆载条件下对桩基承载特性的影响。现场试验结果表明,平衡堆载条件下主要引起桩侧产生负摩阻力,堆载高度达到4 m,堆载面积为24 m×16 m时,负摩阻力总和达到2 687 kN左右,中性点深度约为29.5 m,约为0.36倍桩长,且负摩阻力的发展是随时间而变化的;不平衡堆载条件下主要产生土拱效应,使桩基产生较大的水平位移,试验中不平衡堆载对吹填区的影响主要在距离地面20 m范围之内,土中最大水平位移出现在距离地面4～5 m左右位置,而桩身最大水平位移出现在桩顶。     

AIMS AND SCOPE

正This journal is established by the Institute of Engineering Mechanics(IEM),China Earthquake Administration,to promote scientific exchange between Chinese and foreign scientists and engineers so as to improve the theory and practice of earthquake hazards mitigation,preparedness,and recovery.To accomplish this purpose,the journal aims to attract a balanced number of papers between Chinese and international authors by publishing original papers and invited papers addressing state-of-the-art knowledge and     

Tectonic Evolution of the Middle Frontal Area of the Longmen Mountain Thrust Belt, Western Sichuan Basin, China

By analyzing the balanced cross sections and subsidence history of the Longmen Mountain thrust belt,China,we concluded that it had experienced five tectonic stages:(1)the formation stage (T3x) of the miniature of Longmen Mountain, early Indosinian movement, and Anxian tectonic movement created the Longmen Mountain;(2)the stable tectonic stage(J1)where weaker tectonic movement resulted in the Longmen Mountain thrust belt being slightly uplifted and slightly subsiding the foreland basin;(3)the intense tectonic stage(J2-3),namely the early Yanshan movement;(4) continuous tectonic movement(K-E),namely the late Yaushan movement and early Himalayan movement;and(5)the formation of Longrnen Mountain(N-Q),namely the late Himalayan movement. During those tectonic deformation stages, the Anxian movement and Himalayan movement played important roles in the Longmen Mountain'S formation.The Himalayan movement affected Longmen Mountain the most;the strata thrust intensively and were eroded severely.There are some klippes in the middle part of the Longmen Mountain thrust belt because a few nappes were pushed southeastward in later tectonic deformation.     

鄂尔多斯盆地西缘中南段构造特征与演化

利用平衡地质剖面技术和2D Move软件对鄂尔多斯盆地西缘中南段骨架地震剖面进行了精细解释。重新厘定9条一级断裂,确定4个一级构造单元,依据地质结构与构造样式的不同,将西缘中南段划分为5个段。构造变形自西向东依次减弱,南北向中部马家滩段以薄皮构造为主,其余段以厚皮构造为主;西缘中南段不同地区最短收缩量不同,甜水堡段最短收缩量达50.62%,其构造变形主要发生于侏罗纪末期,最终定型于新生代。可见,西缘中南段具有“东西分带、南北分段”的典型特点,构造圈闭与油气聚集关系密切。     

1995-2010年山东省粮食单产变化空间分异及均衡增产潜力

以县域为基本空间单元,采用GIS 空间分析和ESDA方法,对山东省1995-2010 年间县域粮食单产空间格局变化进行了分析,在此基础上,结合全国农业生态区划,分析山东省粮食均衡增产潜力。结果表明:① 山东省县域粮食单产水平之间的差异整体上呈现出先增大后减小的趋势。鲁北和鲁西北平原农业生产基础差,单产增长速度最快;鲁西南平原农业生产基础差,单产增长速度较慢;鲁中南丘陵和山东半岛农业生产基础好,单产增长速度较慢;② 县域粮食单产变化的Global Moran's I 值为0.5708,表明单产变化的区域分布并非完全随机,而是表现出明显的空间集聚特征,4 种集聚类型中,“H-H”类型区和“L-L”类型区占主导,“H-H”类型区主要分布在鲁北和鲁西北平原,“L-L”类型区主要分布在鲁西南平原、鲁中南丘陵和山东半岛;③ 全省可划分为4 个一级、9 个二级均衡增产类型区,粮食单产增产潜力鲁北和鲁西北平原>鲁中南丘陵>山东半岛>鲁西南平原;总产量增产潜力约为9.50×10⁶ t,其中鲁中南丘陵>鲁北和鲁西北平原>鲁西南平原>山东半岛。     

Channel change at Toudaoguai Station and its responses to the operation of upstream reservoirs in the upper Yellow River

The application of dams built upstream will change the input conditions, including water and sediment, of downstream fluvial system, and destroy previous dynamic quasi-equilibrium reached by channel streamflow, so indispensable adjustments are necessary for downstream channel to adapt to the new water and sediment supply, leading the fluvial system to restore its previous equilibrium or reach a new equilibrium. Using about 50-year-long hydrological, sedimentary and cross-sectional data, temporal response processes of Toudaoguai cross-section located in the upper Yellow River to the operation of reservoirs built upstream are analyzed. The results show that the Toudaoguai cross-section change was influenced strongly by upstream reservoir operation and downstream channel bed armoring thereafter occurred gradually and extended to the reach below Sanhuhekou gauging station. Besides, median diameter of suspended sediment load experienced a three-stage change that is characterized by an increase at first, then a decrease and an increase again finally, which reflects the process of channel bed armoring that began at Qingtongxia reservoir and then gradually developed downstream to the reach below Sanhuhekou cross-section. Since the joint operation strategy of Longyangxia, Liujiaxia and Qingtongxia reservoirs was introduced in 1986, the three-stage change trend has become less evident than that in the time period between 1969 and 1986 when only Qingtongxia and Liujiaxia reservoirs were put into operation alone. In addition, since 1987, the extent of lateral migration and thalweg elevation change at Toudaoguai cross-section has reduced dramatically, cross-sectional profile and location tended to be stable, which is beneficial to the normal living for local people.