GPS RTK在海岛(礁)测量中的应用

本文简要介绍了GPS RTK技术在海岛(礁)测量中的基本原理,根据海岛(礁)地形的特点,探讨并实践GPS RTK测量海岛(礁)地形的具体方法和步骤,同时利用高精度全站仪对GPS RTK的测量精度进行评定,证明GPS RTK精度能够满足海岛(礁)地形测量的要求。     

浙西下寒武统大陈岭组地震液化脉微量元素特征研究

地震液化脉是地震作用引起的软沉积变形的重要构造之一,前人对脉体形态学和动力学做了大量的研究工作,但对其成因的微观地球化学行为研究较少。笔者采取开化裴岭脚剖面2期地震事件沉积的3套地震液化脉层样品21块,分别对其脉体和含脉体围岩做了微量元素分析。结果显示,液化脉中Cs、Ba、Th、Zr、Hf、Cr、Rb、Nb等反映陆源性质元素明显高于含脉体围岩,而Sr、Y、Ni反映海相沉积特征元素则表现为含脉体围岩高于脉体。通过对V、Mo富集度和微量元素特征参数Sr/Ba、Th/U等的综合研究,发现液化脉体表现为氧化环境,含脉体围岩为还原环境,且脉体和围岩均具有淡水作用特点。研究认为,早寒武世大陈岭期白云质灰岩沉积过程中有蚀源区陆源碎屑物的补入;在地震突发振动力作用下,富含水的软沉积层液化泄水,因化学沉积物和碎屑沉积物性质的差异,塑性碳酸盐沉积物随水部分流失,使得单位体积内碳酸盐沉积含量低于围岩,导致脉体中更富陆源物质;地震事件沉积层属潮上带,特别是地震液化泄水后期至成岩期,含地震液化脉沉积层曾暴露地表,受后期陆源物的再补给及大气降水淋滤蚀变作用影响,表现为古气候和古盐度异常,为浙西大陈岭组浅水沉积提供了地球化学的证据。     

Modeling of the swelling–shrinkage behavior of expansive clays during wetting–drying cycles

Acta Geotechnica - This paper presents a constitutive model for simulating the swelling–shrinkage volume change of expansive soils during wetting–drying cycles. Based on the concept of...     

某码头软黏土岸坡破坏机制分析及重建

在某吹填软黏土岸坡上修建码头时发生了较大规模的滑坡,待滑体稳定后采取了一系列的工程措施,实现了码头的重建。详细阐述了岸坡发生滑动的全过程,通过现场勘察和有限元模拟分析了岸坡发生滑动破坏的原因。分别考虑了打桩与交通荷载作用,导致地基土中产生超静孔压,从而对岸坡的稳定性造成影响。分析结果表明,岸坡发生失稳破坏是多种不利工况叠加的结果,其主要原因是在低潮位时的超挖引起的,打桩及交通荷载作用也是造成滑坡的不利因素。在破坏的岸坡上重建码头,采用了振动砂桩加固地基,同时在地表铺碎石垫层作为预压荷载,加速地基土的固结。有限元分析和码头的成功重建表明,使用砂桩加固地基可以同时达到提高地基承载力和加速土体排水固结的目的,对于码头的重建是有效的技术措施。     

乳腺炎症及增生症病灶中钙化的矿物学研究

选取9例乳腺炎症、7例乳腺增生的钙化样品,利用光学显微镜(OM)、环境扫描电镜(ESEM)、微区X射线衍射(μ-XRD)等矿物学分析方法对样品进行了原位形貌观察、分离后结构及成分的测试分析,探讨了病灶中钙化的矿物学特征及其组成成分和形成机制。研究结果表明,发生在炎症病灶中的钙化主要类型是脂肪坏死后的钙化,其发生和死亡的脂肪细胞和周围病变后期修复性Ⅲ型胶原有直接关系。增生症中的钙化主要有发生在扩张的导管内和在束状深度交联胶原中的坏死型钙化,扩张的导管边缘处Ⅳ型胶原和大片变性Ⅲ型胶原为钙化提供了成核位点,继而参与无机矿物的形成过程,最后形成较为致密的钙化。乳腺炎症和增生症中的钙化的主要成分均为碳羟磷灰石。     

Quaternary sea level fluctuations on a tectonic coast: New 230Th234U dates from the Huon Peninsula,New Guinea

Emerged coral reef terraces on the Huon Peninsula in New Guinea were reported in a reconnaissance dating study by Veeh and Chappell 1970. Age definition achieved was not good for several important terraces, and we report here a series of new ${}^{230}\text{Th}{}^{234}\text{U}$ dates, which further clarify the history of late Quaternary eustatic sea level fluctuations. More than 20 reef complexes are present, ranging well beyond 250,000 yr old: we are concerned with the seven lowest complexes. Major reef-building episodes dated by ${}^{30}\text{Th}{}^{234}\text{U}$ are reef complex I at 5–9 ka (kilo anno = 1000 yr), r.c. IIIb at 41 ka (four dates), r.c. IV at 61 ka (four dates), r.c. V at 85 ka (two dates), r.c. VI at 107 ka (two dates), and r.c. VII at 118–142 ka. Complex II was previously dated by ¹⁴C at 29 ka: this age has not yet been confirmed, and may be only a lower limit. The reef crests were built during or immediately before intervals of sea level maxima, when rates of rising sea level and tectonic uplift briefly coincided. The culmination of each reef-building episode was only a few thousand years in duration, and multiple dates from the same reef complex generally group within the statistical errors of the individual dates.Several methods can be used to estimate the altitude of each sea level maximum relative to present sea level. The least complicated is to calculate mean tectonic uplift rate for each profile of the terraces, and use the mean rate to calculate the tectonic displacement of each dated reef complex on that profile. The difference between the present altitude of a reef complex and its calculated tectonic uplift gives the paleosea level at the time the reef grew. We estimate uplift rates for six surveyed sections by calibrating against published paleosea level estimates from Barbados and elsewhere, viz 125 ka, paleosea at +6 m; 103 ka, ?15 m; 82 ka, ?13 m. For each section the individual uplift rates for reefs V, VI, and VIIb are within 5% of their section means. Using the mean rates. paleosea level estimates for reef crests II, IIIB, and IV are made for each section. Consistency of estimates between sections is good, giving ?28 m for the 60 ka paleosea level, around ?38 m for the 42 ka level and ?41 m for the 28 ka level (if the age is older the paleosea level would be lower. Using the mean uplift rates, the 82 ka and 103 ka paleosea levels are also estimated for each section: all individual estimates are plotted graphically, and a sea level curve drawn. The reef stratigraphy indicates sea level lowerings between each dated reef crest: the crests probably represent the interstadials of the Wisconsin (Würm, Weichsel) Glaciation, and intervening lower levels correspond to stadials. Since the last time of eustatic sea level higher than the present (about 125 ka), five sea level maxima occurred at roughly 20-ka intervals, none being as high as the present.     

南粤古驿道历史建筑数字化保护与VR场景构建

南粤古驿道遗留了众多文化遗产,具有较高的历史、艺术、科学价值,但历史建筑损坏较为严重.为推进南粤古驿道活化利用,本文采用精细三维建模技术与虚拟现实(VR)技术实现了南粤古驿道的数字化保护.首先对南粤古驿道遗址进行了分析,然后从数据采集、点云数据处理、几何模型加工、纹理贴图等方面阐述对历史遗迹进行精细三维建模和VR场景构...     

小波分析在地震资料去噪中的应用

本文阐述了小波变换和去噪的基本原理,根据模拟信号和实际地震信号的频谱分析,讨论了如何选择小波基,及去噪中的阈值问题,从小波分解出发,利用多尺度分解对地震资进行分析,并基于MATLAB语言和小波工具箱,实现了对地震资料的去噪.     

双排隔振屏障对振动波的阻隔作用及动力响应分析

本文采用模拟试验的方法,对分层土地基中双排隔振屏障对振动波的动力响应进行了探讨,并研究了桩长与土层分界面位置关系、激振频率对其隔振效果的影响作用,得出结论:（1）屏障前振动强度远大于屏障后振动强度,并随着振源距、激振频率、桩长的增加而下降,且屏障前出现明显振动增强现象,在激振频率80 Hz时产生振动峰值,振动强度在高频时基本稳定,继续增加激振频率,振动强度并不会发生明显变化。（2）屏障后中线左右2倍桩长范围内为整个隔振区域的薄弱区,其他区域则由包络线围成一个封闭有效隔振区。（3）屏障对中频和高频有更好的隔振效果,且桩长越大有效隔振面积越大,当桩长超过土层分界面时,有效隔振面积可达到53.25%～69.78%,但此时有效隔振面积增幅由原来的14.29%下降到11.64%,增幅降低了约3%。（4）未设屏障区振动强度较小,随激振频率小范围内浮动,在激振频率为30 Hz和80 Hz时取得振动峰值,且随着屏障布置方向减小,即靠近屏障一侧振动强度较强,远离屏障一侧振动强度较弱。     

环渤海虚拟台网的运行管理

针对天津市＂十一五＂期间的建设成果环渤海虚拟台网,从系统部署、运行监控、信息发布、系统维护等方面介绍了虚拟台网技术在天津地区的应用情况,并利用JAVA图像裁切技术解决了环渤海虚拟台网对天津地区速报地震的乡镇级震中位置显示问题。该台网的建成,不仅提高了天津台网对渤海海域的地震监测能力和研究水平,同时也为天津市各区县地办完善监测预报体系、提升社会显示度,提供了良好的机遇。