新一代高速对向观测数字水准尺仪的发明与实践     

刘雁春  王海亭  赵俊生  孟强  刘尧  吴祥华 《测绘通报》2017,(12):131-137

水准测量一直是获得地面点精密高差的重要手段,其测量速度慢、效率低也一直是困扰全球测量界的一大难题。为了提高水准测量的速度和效率,本文提出了新一代高速对向观测数字水准尺仪的概念、结构、原理与方法。具体采用水准仪与标尺合二为一的一体化结构设计,将传统水准测量的3点互动配置改变为2点互动配置来提高测站仪器安置速度和地形适应能力;采用对偶测量原理将传统水准测量的单向单系统测量改变为对（双）向双系统测量来提高水准测量的精度及可靠性;采用正交二脚架及L型水准器来提高水准标尺及水准仪的安平速度。理论分析及初步实践表明：新一代高速对向观测数字水准尺仪与传统水准仪相比,水准测量效率可提高1倍以上,是目前世界上最快速、最智能、最精密的电子水准测量系统。高速对向观测数字水准尺仪的发明,将对全球大地及工程测量界产生重大及颠覆性的影响,将开启人类社会普及电子水准仪的新时代。  相似文献   

Reply to the Discussion by Rose of Phelps et al. (2014) ‘Oceanographic and eustatic control of carbonate platform evolution and sequence stratigraphy on the Cretaceous (Valanginian–Campanian) passive margin,northern Gulf of Mexico’, Sedimentology, 61, 461–496          下载免费PDF全文

Ryan M. Phelps  Charles Kerans  Robert G. Loucks 《Sedimentology》2017,64(3):858-870

Discussion points raised by Rose ( 2016 ) concentrate on late Albian stratigraphic relationships between formations of the East Texas Basin and the San Marcos Arch of the Comanche Platform in the northern Gulf of Mexico. Criticisms of Phelps et al. (2014) regarding stratigraphic nomenclature, palaeogeography and regional lithostratigraphic correlations generally focus on interpretive aspects of the study or do not account for the full scope of published information. Revisions to the top Aptian–Albian Supersequence boundary by Rose are incompatible with the relative location of a subaerial unconformity, as well as deepening lithofacies trends and retrogradational stratigraphic patterns below the interpreted boundary. Rose's placement of the top Aptian–Albian Supersequence boundary precisely at the Albian–Cenomanian stage boundary also implies ca 1·4 Ma of diachroneity in second order sea‐level patterns between the northern Gulf of Mexico and other documented global sedimentary basins.  相似文献   

Calibration of resistance factor for design of pile foundations considering feasibility robustness     

《Computers and Geotechnics》2017

The resistance factor for pile foundations in load and resistance factor design (LRFD) is traditionally calibrated considering target reliability index (β_T) and statistics of load and resistance bias factors. However, the resistance bias factor is hard to quantify statistically. Consequently, the design obtained using the calibrated resistance factor can still miss β_T if the variation in resistance bias factor has been underestimated. In this paper, we propose a new resistance factor calibration approach to address this dilemma by considering “feasibility robustness” of design in the calibration process. Herein, the feasibility robustness is defined as a probability that the β_T requirement can still be satisfied even in the presence of uncertainty or variation in the computed bearing capacity. For illustration, LRFD approach for pile foundations commonly used in Shanghai, China is examined. Emphasis is placed on re-calibration of resistance factors at various feasibility robustness levels, with due consideration of the variation in the resistance bias factor. A case study is presented to illustrate the use of the re-calibrated resistance factors. The results show that the feasibility robustness is gained at the expense of cost efficiency; in other words, the two objectives are conflicting. To aid in the design decision-making, an optimal feasibility robustness level and corresponding resistance factors are suggested in the absence of a designer’s preference.  相似文献   

Method of deformation analysis for composite structures of soils and masonry stones     

《Computers and Geotechnics》2017

The coupled numerical manifold method (NMM) and discontinuous deformation analysis (DDA) are enhanced to simulate deformations of continuous soil and discontinuous masonry structures. An elasto-plastic NMM-DDA is formulated that incorporates elasto-plastic constitutive laws into incremental forms of the equation of motion. A node-based uniform strain element is applied to avoid volumetric locking, which often occurs in conventional NMM-DDA. The proposed method is applied to three fundamental boundary value problems: a beam bending problem, a bearing capacity problem of a footing, and a bearing capacity problem of a masonry structure. The method is verified through comparisons with conventional solutions.  相似文献   

冻土区管土相互作用研究综述   总被引：2，自引：1，他引：1  

黄龙  盛煜  胡晓莹  王生廷 《冰川冻土》2017,39(1):112-122

管道是长距离输送天然气或石油的最经济有效的工具之一,当管道穿越冻土区时,将面临土体冻胀融沉作用引起的管道弯曲变形和破坏,管土之间的相互作用为冻土区管道设计和运营的重要考虑因素。简述目前世界上主要的穿越冻土区管道工程（罗曼井管道、俄罗斯远东地区管道、美国阿拉斯加管道及中国寒区管道网）的设计理论发展,归纳总结了管土相互作用室内外相关试验、数值模拟分析理论和方法等方面的研究成果和发展现状,并针对冻土区管土相互作用的研究提出进一步的研究展望。  相似文献   

C6H水平井三维轨迹优选与控制技术          下载免费PDF全文

边杰  崔爱贞  和鹏飞  袁则名  齐斌 《探矿工程》2017,44(5):24-26

渤海北部LD油田在井网加密、油田大规模综合布置新钻调整井时,存在新钻的25口井与老井井网交叉、井眼轨迹立体三维缠绕问题,其中C6H水平井是此类问题的典型,同时C6H井还需要在可钻性极差的馆陶组底砾岩地层定向造斜。针对上述问题,通过C6H井3种轨迹方案对比、分析,优选出最为有利的方案,结合螺杆马达和旋转导向工具性能分析,最后采用螺杆马达 水力震荡器 微偏心稳定器等钻具组合新方式,顺利实施了C6H井。  相似文献   

复合土钉墙在市区深基坑支护工程中的应用          下载免费PDF全文

刘文峰  陈之伟  苏白济 《探矿工程》2017,44(3):73-76

以济南市区深基坑支护工程实例为背景,分析了在周边环境复杂,使用土地范围受限情况下的市区开展深基坑支护工程,采用复合土钉墙支护技术,利用其形式多样、组合灵活的特点,充分发挥组合中各部件的优点,取长聚优,在保证安全的前提下以期达到技术经济的最佳;同时总结了施工中各个工序的施工要点和关键技术措施。监测数据显示基坑位移变形小,未对周边环境造成不良影响,说明支护体系发挥了良好的实施效果。  相似文献   

地学博物馆展陈设计研究——以中国地质博物馆为例     

乐圆 《地球学报》2017,38(2):304-312

随着地学博物馆数量逐年大幅增加,除自身的基本陈列外,专题展览活动也随之加重,具有专业性、科学性、趣味性、及时性和延续性等多种特点。在国家文化繁荣发展的时代背景下,大部分地学博物馆陈列展示使用的展览内容框架雷同、千篇一律,难以激发观众参观热情。中国地质博物馆作为地学博物馆的"领头羊"对博物馆展览陈列设计特点进行了一系列的研究。本文以该馆为例,总结了地学博物馆展览陈列的设计原则、流程和要素。在原则方面,设计师在进行艺术设计同时需掌握地学知识;在流程方面,先策划,确定展品数量梳理展览大纲,再进行总体规划和展览艺术形式设计,最后实现协作与优化。在要素方面,展览陈列设计需要特别注意空间布局、展品选择、艺术表现形式、光环境设计、色彩设计等七个方面的应用。展览陈列设计师要努力挖掘和彰显地学专业的特性,不断创造新的表现形式,从而促进我国地学博物馆的蓬勃发展,更好地为公共事业做贡献。  相似文献   

Dating for Jifanggou metamorphic complex in central Jilin and its tectonic implications     

WANG Zhongcheng  LU Xiaoping  ZHAO Juan  TAO Junyu  CHEN Mingjian 《世界地质(英文版)》2017,20(4)

Based on the results of four regional geological surveys of 1: 50000 including Shulan County map in Jilin,taking Shulan area as the study area,the authors re-delineated the rock type assemblages,e.g. metamorphic rhyolite,metamorphic tuffaceous breccia lava,sericite-quartz schist and tremolite altered rock,etc.,and the structural contacts between them. With the help of in-situ LA-ICP-MS U-Pb dating for zircons,it is concluded that the zircon crystallization ages of the metamorphic rhyolite,the metamorphic andesitic tuff breccia lava and the tremolite altered rock are 339. 1 ± 1. 3 Ma( n = 27,MSWD = 0. 78),351. 8 ± 1. 7 Ma( n = 21,MSWD = 0.82),and 362.0±1.8 Ma( n = 43,MSWD = 2.2) respectively. The metamorphic complex is actually a set of tectonic melange which comprises the rocks in different types,sources,times,or tectonic settings,and was formed by tectonism.  相似文献   

城市暴雨内涝模拟模型优化与精度验证   总被引：2，自引：0，他引：2  

费茉莉  刘苇航  王席  李梦雅  黄清雨  王军 《地球信息科学学报》2017,19(7):895-900

本文采用“Vegetation-Impervious Surface-Soil”模型和线性光谱混合分解方法,获取像元中不透水面、植被、土壤覆盖信息,用于计算SCS模型产流参数综合CN（Curve Number）值;基于土地利用类型,采用经验值与数值实验逐步求精相结合的方法,确定水动力汇流模型参数曼宁系数,并用实测积水数据验证两次参数修正的模拟效果。以上海中心城区为例进行验证,研究结果表明：①将采用V-I-S模型得到的不透水面、植被、土壤信息设定CN值,能够降低积水分布的极值化现象,提高SCS产流模型产流量和产流分布精度;②采用经验法和数值模拟逐步求精法,按土地利用类型设定曼宁系数,使各时段最大积水深度高于原模型,说明曼宁系数是汇流模型的敏感参数。  相似文献