车辆行驶振动对古长城影响分析及评价          下载免费PDF全文

杜浩  陈祥  王登科 《地震工程学报》2019,41(6):1448-1453

交通振动会对周边古建筑产生不利影响,研究振动规律对古建筑的稳定性评价非常重要。为此,利用振动探测仪采集古长城因周边道路车辆行驶引起的振动数据。通过解译振动波形了解场地的振动强度衰减过程及大小,确定振动强度及对长城的影响,以及各因素与振动强度的关系。以国家古建筑允许振动规范对波形解译结果进行评价,为解决此类文明遗址的保护问题提供了技术支撑。分析结果表明:不同路况,振动衰减规律不同,路况较好振动强度衰减迅速;行驶车辆的车速、荷载及行驶道路质量均可影响长城水平振动强度,车速越快、荷载越大、道路质量越差,长城水平振动强度越大;长城不同位置对车辆行驶产生的振动响应不同,长城脚水平振动强度大于长城顶水平振动强度。  相似文献   

四川攀枝花钒钛磁铁矿尖山矿段深部预测     

曾国平  徐权  刘世维 《云南地质》2011,30(4):420-424,430

攀枝花辉长岩体岩浆分异为深源和就地分异并存,可分为两个阶段。原始铁钛氧化物熔浆从下往上分异形成超基性岩—富矿体—辉长岩夹低品级矿石—中品贫矿石—表外矿—辉长岩夹表外矿—辉长岩。依据矿床成因、地质构造、地磁异常特征,认为攀枝花矿尖山矿段深部有望发现大矿。  相似文献   

A simple prediction model for wall deflection caused by braced excavation in clays     

《Computers and Geotechnics》2015

Deep excavations particularly in deep deposits of soft clay can cause excessive ground movements and result in damage to adjacent buildings. Extensive plane strain finite element analyses considering the small strain effect have been carried out to examine the wall deflections for excavations in soft clay deposits supported by retaining walls and bracing. The excavation geometry, soil strength and stiffness properties, and the wall stiffness were varied to study the wall deflection behavior. Based on these results, a simple Polynomial Regression (PR) model was developed for estimating the maximum wall deflection. Wall deflections computed by this method compare favorably with a number of field and published records.  相似文献   

长城专题影像地图符号制作方法     

张江霞  谢国华 《地理空间信息》2011,9(3):151-152,155

介绍了甘肃省境内明长城专题地图符号的制作方法,对长城影像地图专题符号制作的关键技术进行探讨和研究;提出了利用制图软件进行专题地图符号制作,并且形成了完整的、规范化的系列符号,为统一、快速制作长城资源专题影像图奠定坚实基础,满足了文物管理部门对甘肃省境内明长城资源管理、保护、研究的需要.  相似文献   

Seismic lateral movement prediction for gravity retaining walls on granular soils     

J.C. Tiznado  F. Rodríguez-Roa 《Soil Dynamics and Earthquake Engineering》2011

At present, methods based on allowable displacements are frequently used in the seismic design of earth retaining structures. However, these procedures ignore both the foundation soil deformability and the seismic amplification of the soil placed behind the retaining wall. Thus, they are not able to predict neither a rotational failure mechanism nor seismic induced lateral displacements with an acceptable degree of accuracy for the most general case. In this paper, a series of 2D finite-element analyses were carried out to study the seismic behavior of gravity retaining walls on normally consolidated granular soils. Chilean strong-motion records were applied at the bedrock level. An advanced non-linear constitutive model was used to represent both the backfill and foundation soil behavior. This elastoplastic model takes into account both the stress dependency of soil stiffness and coupling between shear and volumetric strains. In unloading–reloading cycles, the non-linear shear-modulus reduction with shear strain amplitude is considered. Interface elements were used to model soil–structure interaction. Routine-design charts were derived from the numerical analyses to predict the lateral movements at the base and top of gravity retaining walls located at sites with similar seismic characteristics to the Chilean subduction zone. Thus, wall seismic rotation can also be obtained. The developed charts consider wall dimensions, granular soil properties, bedrock depth, and seismic input motion characteristics. As shown, the proposed charts match well with available experimental data.  相似文献   

Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’, by Burlon S., Mroueh H. & I. Shahrour     

Riccardo Conti  Luca de Sanctis  Giulia M.B. Viggiani 《国际地质力学数值与分析法杂志》2013,37(11):1685-1687

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A Case study of a snowstorm at the Great Wall Station,Antarctica     

杨清华  张林  薛振和  尹朝晖  邢建勇 《极地研究(英文版)》2010,21(2):137-146

A case of a snowstorm at the Great Wall Station was studied using data of NCEP (National Centers for Environmental Prediction) analysis, in situ observations and surface weather charts. The storm occurred on August 29th,2006, and brought high winds and poor horizontal visibility to the region.It was found that the storm occurred under the synoptic situation of a high in the south and a low in the north. A low-level easterly jet from the Antarctic continent significantly decreased the air temperature and humidity.Warm air advection at high level brought sufficient vapor from lower latitudes for the snowstorm to develop.The dynamic factors relating to strong snowfall and even the developmentof a snowstorm were deep cyclonic vorticity at middle and low levels,the configuration of divergence at high level and convergence at low level, and strong verticaluplift. There was an inversion layer in the low-level atmosphere during the later phase of the storm.This vertical structure of cold air at low levels and warm air at high levels may have been important to the longevity of the snowstorm.  相似文献   

The climate background and synoptic situation of fog at Great Wall Station, Antarctica     

许淙  杨清华  薛振和 《极地研究(英文版)》2010,21(2):160-166

Based on the observed and NCEP reanalysis data from 1985 to 2006,the climate background and synoptic situation of fog at Great Wall Station were analyzed. It is shown that the seasonal variation of fog is controlled by the change of general circulation and local pressure field. Three favorable typical synoptic situations for fog development are found, the Front-of-A-Depression type, the Saddle-Shaped-Field type and the Passing-Weak-Cyclone type. The first one is the most important situation. Advection cooling fog is dominant at Great Wall Station, but there are other kinds of fog as well. As a result, some helpful principles for local fog forecasting are given.  相似文献   

南极长城站区土壤重金属含量特征及来源分析     

苏晶文  邢光福  葛伟亚  姜月华 《现代地质》2010,24(4):816-820

频繁的人类活动对南极生态环境的影响越来越受到关注,在南极长城站周边人类活动密集区对土壤进行采样的基础上,分析长城站周边地区表层土壤中重金属含量特征,并结合近20年来长城站周边土壤中主要重金属含量的分布,展开对比研究,探讨长城站区主要重金属元素的来源。结果表明,8种主要重金属在长城站表层土壤中都有不同程度的富集,站区频繁的车辆活动使得汽车尾气排放及汽车轮胎磨损产生大量含重金属的有害气体和粉尘,这些物质沉降在站区土壤表层或许是南极长城站区土壤重金属富集的重要原因之一。  相似文献   

基于DEM的交通线文化景观感知与功能分段研究——紫荆关长城景观的实证   总被引：3，自引：1，他引：2  

李仁杰  谷枫  郭风华  傅学庆 《地理科学》2015,35(9):1086-1094

在已有景观感知度概念和模型基础上,根据景观规模和特征将交通线某一具体位置的景观感知度划分为单点景观、多点景观和组景观感知度,并提出了基于集合表达的交通线景观感知度模型,以解决在一组特定的线性空间单元或区域上开展景观感知的研究和计算问题。以紫荆关长城文化景观为例,利用DEM进行景观视域分析,并引入资源价值、遗存现状等权重因子,实现了紫荆关附近公路和铁路线的景观感知度定量计算。根据景观感知度的空间格局,准确划分了敌台、烽火台和马面等单点景观、墙体景观及各类组景观和综合景观的最佳感知功能路段和最佳观赏位置。总体来看,紫荆关附近的公路线可感知位置连续性更强,铁路线高感知位置相对离散,公路感知效果整体优于铁路感知。交通线景观感知度模型特别适合用于大型造型地貌、宏伟建筑群等景观感知分析,是对旅游景观规划设计方法的一种扩充,能够将旅游景观规划设计从旅游地内部拓展到旅游地外围,对于提高旅游景观导引设计的精准性、提升旅游文化传播效率和增加传播途径等均有理论参考意义和实践应用价值。  相似文献