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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Towards More Snow Days in Summer since 2001 at the Great Wall Station,Antarctic Peninsula:The Role of the Amundsen Sea Low     

Minghu DING  Wei HAN  Tong ZHANG  Xiaoyuan YUE  Jeremy FYKE  Ge LIU  Cunde XIAO 《大气科学进展》2020,37(5):494-504

The variation in the precipitation phase in polar regions represents an important indicator of climate change and variability.We studied the precipitation phase at the Great Wall Station and Antarctic Peninsula(AP)region,based on daily precipitation,synoptic records and ERA-Interim data during the austral summers of 1985?2014.Overall,there was no trend in the total precipitation amount or days,but the phase of summer precipitation(rainfall days versus snowfall days)showed opposite trends before and after 2001 at the AP.The total summer rain days/snow days increased/decreased during 1985?2001 and significantly decreased at a rate of?14.13 d(10 yr)?1/increased at a rate of 14.31 d(10 yr)?1 during 2001?2014,agreeing well with corresponding variations in the surface air temperature.Further,we found that the longitudinal location of the Amundsen Sea low(ASL)should account for the change in the precipitation phase since 2001,as it has shown a westward drift after 2001[?41.1°(10 yr)?1],leading to stronger cold southerly winds,colder water vapor flux,and more snow over the AP region during summertime.This study points out a supplementary factor for the climate variation on the AP.  相似文献   

Test and numerical research on wall deflections induced by pre-excavation dewatering     

《Computers and Geotechnics》2014

Numerous studies have been devoted to the performance of excavations and adjacent facilities. In contrast, few studies have focused on retaining wall deflections induced by pre-excavation dewatering. However, considerable inward cantilever deflections were observed for a diaphragm wall in a pre-excavation dewatering test based on a long and narrow metro excavation, and the maximum deflection reached 10 mm (37.6% of the allowable wall deflection for the project). Based on the test results, a three-dimensional soil–fluid coupled finite element model was established and used to study the mechanism of the dewatering-induced diaphragm wall deflections. Numerical results indicated that the diaphragm wall deflection results from three factors: (1) the seepage force around the dewatering well and the soil–wall interaction caused the inward horizontal displacement of the soil inside the excavation; (2) the reduced total earth pressure on the excavated side of the diaphragm wall above approximately 1/2 of the maximum dewatering depth disequilibrated the original earth pressure on both sides of the diaphragm wall; and (3) the different negative friction on the excavated and retained sides of the diaphragm wall led to the rotation of the diaphragm wall into the excavation.  相似文献   

南极乔治王岛长城湾沿岸固定冰中有色层生态观察          下载免费PDF全文

吕培顶  张坤诚  黄风鹏  渡边研太郎 《极地研究》1991,3(3):56-63

自1988年11月至1989年3月,对南极乔治王岛的长城湾沿岸水域中的海洋生物和环境因子进行了调查,1988年11月20日在2号站采得的冰芯中部有一层约5cm的棕色层,而1988年11月17日、20日和26日在5号站采得的冰芯样中有二层棕色层。固定冰中叶绿素a浓度范围在2.55～56.8mg/m~3之间,而且大部分含量集中在海冰的中间层中,而不象其它海区如昭和、戴维斯、凯西和麦克默多等站,大部分叶绿素a集中在海冰的底部,造成这种差别的原因、可能是由于海冰的结构和形成过程不同所致。  相似文献   

南极长城站酸雨监测的样品采集与分析   总被引：4，自引：0，他引：4       下载免费PDF全文

王国贵 《极地研究》1999,11(1):64-71

进行南极酸性湿沉降（降水ｐＨ值＜５．６）的监测研究是为开展全球环境大气化学动态监测、评价区域环境质量、制定环境标准,研究环境中化学元素的迁移、转化、富集规律,以及南极资源的保护和合理开发利用提供第一手的科学依据。利用１９９８年１～９月在中国南极长城站采集监测的酸雨资料综合分析得出,南极确有酸雨存在,在１０４个水样中,有１９个样品的ｐＨ值小于５．６,占总样品的１８．３％。根据南极环境背景值和出现酸雨时的风向,认为由于大气环流把远离南极的污染源传输到南极上空,遇降水即冲刷降至地面形成酸雨  相似文献