信息化测绘条件下的地铁施工监测方法探讨     

周小莉  俞荭 《测绘工程》2014,23(9)

地铁施工监测是保障地铁安全施工的重要手段,同时也为由地铁施工引起的地表环境影响评价提供重要的数据支撑.文中在现代地铁施工技术背景下,以信息化测绘技术为支撑,对地铁施工监测的新内涵进行探讨,对地铁施工监测过程中的信息管理与反馈机制、主要方法进行系统论述与总结,并以某地铁站施工监测为例,对相关技术与方法进行检验,证明技术与方法的可行性和实用性.  相似文献   

信息监理在地铁结构自动化监测系统中的应用     

王毅明  鲍其胜  王鸣宵  王庆 《现代测绘》2014,(1):22-24

从地铁结构自动化监测系统的体系架构和功能特点出发,引出本项目信息监理工作的难点,并从感知层、网络层和应用层剖析监理工作的重点。以组织、制度和规范等保障措施,用现场旁站、专家评审和测试等主要监理方法来保证信息系统全面和多学科交叉的地铁结构自动化监测系统监理工作质量。  相似文献   

地铁隧道结构变形监测控制网及其数据处理     

陈灵秋  邱永林  胡伍生 《现代测绘》2014,(1):3-5,8

由于地铁隧道结构变形监测控制网的特殊性,在变形数据处理过程中基准点稳定性判断是不容忽视的环节,通常稳定性判断是在室内数据处理时进行,为了优化变形数据处理过程,本文采用已有组合后验方差检验法进行基准点稳定性检验,并验证该方法的可靠性,在此基础上提出灵敏度的概念,即检验观测值出现多大变动时能被该方法检测出来,并测试出组合后验方差检验法的灵敏度。通过灵敏度的研究和应用可以现场进行稳定性分析,指导外业变形监测工作,提高观测结果利用率和数据处理效率。  相似文献   

基于物联网GIS的消防智能巡检系统设计与实现     

陈能成  李丹丹  肖长江  陈志红  龚健雅 《地理信息世界》2016,(4)

消防设施的高效智能管理是衡量城市智慧化水平的重要指标。为了实现该目标,利用物联网技术以及网络地理信息服务技术,设计并实现了集移动巡检终端与网络后台信息管理系统于一体的消防设施智能巡检系统。该系统利用智能无线传感器、RFID以及蓝牙无线通讯等技术,实现消防设施非接触式自动巡检与巡检信息实时传输;通过基于GIS的消防管线与消防拴拓扑结构分层分级可视化,实现消防设施的统一高效管理。相比于现有巡检方式,基于物联网GIS的消防设施智能巡检系统提高了巡检效率与便捷性以及巡检信息的准确性与实时性,为城市中消防设施的实时动态智慧化管理提供了技术支撑和保障。  相似文献   

Shallow‐water microbialite‐volcaniclastic facies association in the Cambro‐Ordovician Mt Windsor Subprovince,Australia     

M. G. Doyle  J. McPhie 《Australian Journal of Earth Sciences》2013,60(6):815-831

The Trooper Creek Formation is a mineralised submarine volcano‐sedimentary sequence in the Cambro‐Ordovician Seventy Mile Range Group, Queensland. Most of the Trooper Creek Formation accumulated in a below‐storm‐wave‐base setting. However, microbialites and fossiliferous quartz‐hematite ± magnetite lenses provide evidence for local shoaling to above fairweather wave‐base (typically 5–15 m). The microbialites comprise biogenic (oncolites, stromatolites) and volcanogenic (pumice, shards, crystal fragments) components. Microstructural elements of the bioherms and biostromes include upwardly branching stromatolites, which suggest that photosynthetic microorganisms were important in constructing the microbialites. Because the microbialites are restricted to a thin stratigraphic interval in the Trooper Creek area, shallow‐water environments are interpreted to have been spatially and temporarily restricted. The circumstances that led to local shoaling are recorded by the enclosing volcanic and sedimentary lithofacies. The microbialites are hosted by felsic syneruptive pumiceous turbidites and water‐settled fall deposits generated by explosive eruptions. The microbialite host rocks overlie a thick association (≤?300 m) of andesitic lithofacies that includes four main facies: coherent andesite and associated autoclastic breccia and peperite; graded andesitic scoria breccia (scoriaceous sediment gravity‐flow deposits); fluidal clast‐rich andesitic breccia (water‐settled fall and sediment gravity‐flow deposits); and cross‐stratified andesitic sandstone and breccia (traction‐current deposits). The latter three facies consist of poorly vesicular blocky fragments, scoriaceous clasts (10–90%), and up to 10% fluidally shaped clasts. The fluidal clasts are interpreted as volcanic bombs. Clast shapes and textures in the andesitic volcaniclastic facies association imply that fragmentation occurred through a combination of fire fountaining and Strombolian activity, and a large proportion of the pyroclasts disintegrated due to quenching and impacts. Rapid syneruptive, near‐vent aggradation of bombs, scoria, and quench‐fragmented clasts probably led to temporary shoaling, so that subsequent felsic volcaniclastic facies and microbialites were deposited in shallow water. When subsidence outpaced aggradation, the depositional setting at Trooper Creek returned to being relatively deep marine.  相似文献   

Humans,megafauna and environmental change in tropical Australia     

MICHAEL I. BIRD  LINDSAY B. HUTLEY  MICHAEL J. LAWES  JON LLOYD  JON G. LULY  PETER V. RIDD  RICHARD G. ROBERTS  SEAN ULM  CHRISTOPHER M. WURSTER 《第四纪科学杂志》2013,28(5):439-452

  相似文献   

Fire‐induced changes in soil water repellency increased fingered flow and runoff rates following the 2004 Huelva wildfire     

Arturo J. P. Granged  Antonio Jordán  Lorena M. Zavala  Gema Bárcenas 《水文研究》2011,25(10):1614-1629

Water repellency (WR) from fire‐affected soils can affect infiltration processes and increase runoff rates. We investigated the effects of fire‐induced changes in soil WR and the related soil hydrological response after one of the largest wildfires in Spain in recent years. The vertical distribution of WR in soil profiles was studied under oak and pine forests and the wetting pattern was analysed after rainfall simulations (85 mm h^?1 during 60 min). After burning, the persistence of WR in soils under oaks increased in the upper 0–5 cm of soil in comparison with pre‐fire WR, but no significant changes were observed under pines. After a fire, WR was stronger and the thickness of the water‐repellent layer increased in soils under pines in the upper 0–16 cm of soil. The hydrophobic layer was thinner under oaks, where no strong to extremely water‐repellent samples were observed below 12 (in burnt soils) and 8 cm (in unburnt soils). Uniform wetting was observed through soil depth in burnt and unburnt soils under oaks, as a consequence of the prevailing matrix flux infiltration. Water was mostly stored in the upper few centimetres and soil became rapidly saturated, favouring a continuous rise in the runoff rate during the experiments. Moisture profiles under pines showed a heterogeneous wetting pattern, with highly irregular wetting fronts, as a result of wettable and water‐repellent three‐dimensional soil patches. In this case, runoff rates on burnt plots increased in relation to unburnt plots, but runoff generation reached a steady state after 25–30 min of simulated rainfall at an intensity of 85 mm h^?1. Rainfall water infiltrated over a small part of the ponded area, where the vertical pressure of the water column overcame the WR. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

A record of Lateglacial/Holocene environmental change from a high‐elevation site in the Intermountain West,USA     

Andrea Brunelle  Thomas A. Minckley  Elliott Lips  Paul Burnett 《第四纪科学杂志》2013,28(1):103-112

Records of past vegetation and fire history can be complicated by changes in the depositional environment of a sampling location. However, these changes can alternatively be used as a measure of climate variability. Our study site, ca. 18.0 cal. ka BP record from Little Brooklyn Lake, Wyoming, located near the crest of the Snowy Range, records three moisture states. Initially, the lake was likely a glacier‐fed pond indicated by the presence of Pediastrum algae colonies. Around 13.0 cal. ka BP this pond transitioned to a meadow environment, suggested by the loss of Pediastrum algae colonies and slow sedimentation rates. Meadow conditions were maintained until ca. 5.0 cal. ka BP when Pediastrum algae colony abundance increased,indicating the formation of a shallow lake. From 18.0 to ca. 5.0 cal. ka BP, the pollen record is suggestive of alpine vegetation conditions with relatively high spruce and herbaceous taxa. Low charcoal influx also characterizes the period between 18.0 and 5.0 cal. ka BP. After 5.0 cal. ka BP, the coincidence of the formation of shallow lake and pollen data, indicating a shift to a spruce and fir forest, suggests an increase in effective moisture. Fire remained rare in this basin over the entire record, however, once the lake established sedimentation rates and charcoal influx increased. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

软土地基坑中坑支护体系温度效应的数值分析     

陈林靖 《地质与勘探》2023,59(3):637-646

环境温度变化导致基坑支护结构内支撑轴力和变形过大的问题不容忽视。本文以福州地铁6号线潘墩站坑中坑工程为例,选取该基坑代表性区段采用ABAQUS程序及邓肯-张模型对其开挖和支护全过程进行三维有限元模拟,并将分析结果与现场部分监测数据进行对比,验证了所建模型及其材料参数取值的可靠性。同时,利用所建模型着重分析当地可能的季节或昼夜温差变化幅度内支撑轴力及围护墙水平位移的变化规律。结果表明：基坑开挖完成后,温度变化时支撑轴力与温度呈线性相关关系,轴力变化主要体现在内外坑的首道支撑上,此时围护结构整体向坑内或坑外运动,且地连墙侧移受温度影响范围主要集中在基坑开挖深度以上。不同开挖阶段的温度变化引起的温度效应相差较大,潘墩站最不利工况发生在最后一道支撑架设完毕后,此时地连墙水平位移增量及轴力变化幅度最大,温度效应最明显。该研究成果对类似软土基坑工程具有重要的理论和实践意义。  相似文献   

盾构扩挖地铁车站结构地震反应特性振动台试验     

安军海  陶连金  蒋录珍 《岩土力学》2022,43(5):1277-1288

开展了近远场地震动作用下盾构扩挖地铁车站结构的振动台试验,分析了砂土模型地基的水平位移、地表变形、加速度、土压力反应及模型结构的加速度、应变等。结果表明：模型地基-结构体系的地震响应对中低频成分发育的地震波反应更为强烈;强震作用下地铁车站结构具有明显的空间效应,地下结构的存在将会改变模型地基表面变形的分布模式。小震时模型结构中柱的加速度反应自下而上逐渐增加,而大震时其反应规律变成先增大后减小;车站结构中板的加速度反应最大、底板次之、顶板最小;小震时,同等深度处模型结构的加速度反应与模型地基土的加速度反应大小相当,侧墙的动土压力自下而上逐渐增大;大震时,模型结构的加速度反应明显大于同深度处模型地基土的加速度反应,动土压力的最大值发生在扩挖隧道的拱肩和中间部位。基于震后模型结构的宏观现象和拉应变幅值,给出了砂土地基中盾构扩挖车站结构的地震损伤演化机制。  相似文献