首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 78 毫秒
1.
江蕾 《地震工程学报》2020,42(2):517-520
为了避免福岭采石场爆破施工对周边民房的影响,布设4个测试点,对不同药量及距离产生的爆破振动给附近民房带来的影响进行监测和分析,得到了振动衰减关系及该采石场爆破施工对附近民房影响的安全距离。当保护对象距离为200 m时,96 kg药量,振动速度为0.45 cm/s,达到土坯房和毛石房屋容许振动的上限值。  相似文献   

2.
隧道爆破开挖产生的振动对邻近的古建筑有着不容忽视的安全影响,为研究爆破振动波的传播规律以及预测地面振动效应和分析临近古建筑结构的安全性,以拉卜楞隧道为依托,采用现场实测结合数值模拟分析的方法,预测爆破荷载作用下拉卜楞寺的动力响应。结果表明:(1)随着单响总药量的增加,质点振动速度增大,衰减比也随之增大,说明高频振动衰减快,低频振动衰减慢;(2)通过理论计算将爆破荷载等效施加在弹性边界或隧道开挖轮廓面上,动力模拟结果表明在大于40 m的中远区两者振速变化规律趋于一致,故将荷载施加在开挖轮廓面上是合理的;(3)爆破地震波自由界面处体波经过反射形成沿表面传播的Rayleigh波,结合数值模拟山体内部地震波的传播规律发现,经反射叠加山体内部形成复杂的振动区;(4)当地震波到达拉卜楞寺最近点时,径向振速峰值为0.000 672 cm/s,垂向振速峰值为0.000 448 cm/s,合成振速峰值为0.000 807 cm/s,远小于古建筑安全振动控制标准。  相似文献   

3.
通过两种途径分析了王家店水库重力坝在爆破时的地震效应。一是利用实测坝基地振动作为地面运动输入,对坝体进行了地震反应和爆破强度分析,包括具体的振动特性和动力反应。二是通过振动速度分析了坝体混凝土可能产生的最大应力,并与极限强度做了比较,给出了该混凝土重力坝爆破振动控制标准。最后讨论了重复爆破时对大坝可解产生的疲劳影响。上述分析结果表明:最大药量控制在300kg范围内,距大坝1700m处的爆破研究所进行的常年爆炸加工生产,对大坝是安全的,由重复爆炸对大坝引起的低周疲劳影响可忽略。  相似文献   

4.
混凝土结构在使用过程中,受到的荷载情况比较复杂,并且不同荷载作用下的应变速率也相差很大,而混凝土动态抗弯拉力学性能在应力历史方面的研究起着重要的作用。因此在对前人研究方法和结果总结的基础上,针对中低强度混凝土被广泛使用的现状,利用MTS加载装置和先进的数据采集仪,采用适当的试件制作方法和加载工艺,当应变速率分别为10-6/s、10-5/s、10-4/s时,对强度为C35的混凝土试件,进行了相应的动态抗弯拉试验,分析了应变速率和应力历史对混凝土动态抗弯拉力学性能和变形性能的影响。试验结果表明:随着应变速率的增大,经历荷载历史后,混凝土的动态抗弯拉强度逐渐增大,同时,混凝土的动态抗弯拉弹性模量也呈增长趋势,峰值应变较直接加载而言,数值变大;混凝土的泊松比受荷载历史和应变速率的影响不大。  相似文献   

5.
在城市浅埋地铁爆破开挖中,经常遇到地下管网、涵洞等构筑物,而爆破地震效应对其影响范围和程度的正确评价就显得尤为重要。本文以长沙地铁爆破开挖为例,以现场实测数据为基础,采用有限单元法,对爆破振动下大直径混凝土污水管道的动力响应、变形和动应力等进行了计算,评价了爆破地震对管道的安全影响。研究表明:管道在控制爆破作用下是偏于安全的;爆心距是影响管道受到爆炸作用力影响大小的最主要因素;对于以实测数据为基础,采用加速度激励的时程分析方法以爆破振动对埋地管道的影响进行评价,是一种可行且较为精确的方法。  相似文献   

6.
刘必灯  郭迅 《中国地震》2019,35(2):226-237
西南交通大学建成的8m×10m/160t振动台是目前国内规模最大的振动台,对其运行质量和振动影响进行评价具有示范效应。探讨该振动台振动影响的现场实验于2017年初展开,实测结果表明:该振动台在工作频段内受控性能很好,对地震动信号重现度很高;台面满载满负荷运行时实验室建筑基础10m以内地面振动加速度实测值不超过6.6gal,振动速度小于2mm/s,不会对实验室厂房及附属办公建筑的安全、使用舒适性及人们正常工作、生活造成不利影响。  相似文献   

7.
龙滩水电站左岸导流洞爆破振动测试与控制研究   总被引:3,自引:0,他引:3  
通过对龙滩水电站左岸导流洞爆破开挖振动进行观测、分析和处理,得到了该导流洞爆破开挖振动传播衰减经验公式。根据该水电站导流洞的特点,提出了爆破振动破坏标准,由经验公式和破坏标准,得出了该导流洞新浇混凝土支护区爆破安全控制参量。分析了爆破地震的特点,结合该水电站导流洞的爆破实际,建议了该导流洞相应的爆破降震措施。从工程实施的实际效果看,本文的研究成果与结论获得了较好的应用效果,保证了该工程爆破施工的顺利完成。  相似文献   

8.
针对C20、C25和C303个强度等级,50%和70%2种取代率,1.0和1.5、2.0kg/m33种纤维掺入量的不同标养混凝土试块进行了抗压强度试验,并分析了各种再生混凝土的抗压强度数据。研究结果表明:随着玄武岩纤维掺入量的增大,再生混凝土的抗压强度会随之增强,对于试验的3个强度等级的混凝土,当纤维掺入量在1.5kg/m3时,混凝土强度可以达到无再生粗骨料普通混凝土的强度。  相似文献   

9.
青岛地铁工程爆破振动效应分析   总被引:4,自引:0,他引:4  
本文根据大量现场观测资料研究了青岛地铁施工爆破引起的地面振动效应,分析了炸药类型,药量,爆心距,施工爆破方法以及地质条件等因素对爆破振动效应的影响,总结了青岛地铁施工爆破所引起的地面振动强度的一般规律,为施工中的爆破优化设计和爆破振动控制提供了依据。  相似文献   

10.
为了分析一次性爆破拆除多栋建筑造成的地面振动的特征及对周边建筑物的影响,对武汉交通学校群楼爆破拆除中的地面振动进行了测量,并对实测的塌落振动的峰值、频谱特性进行分析。结果表明:此次监测记录到的峰值频率在5~10 Hz,对比高架桥以及单一高层结构爆破拆除数据,倒塌叠加使得振动能量在频谱上分布更加离散,其峰值频率与周边结构自振频率相差变大,周边建筑共振的危险性降低;对于周围的结构而言,水平振动持时大于竖向振动,但水平振动幅值明显小于竖向振动;爆破塌落振动的竖向分量对周围结构的威胁较大,应采取有效的缓冲及隔振措施;由《爆破安全规程》和周边建筑爆破前后主振频率分析可知,本次爆破拆除工作未对周边建筑造成破坏性影响,验证了群楼爆破拆除方案的高效性和安全性。  相似文献   

11.
2013年2月6-8日圣克鲁斯群岛发生6次强震,琼中地震台的重力仪记录都有同震响应出现。本文从重力仪记录的面波的延迟时间、最大变形幅度、同震持续时间3个方面研究了6次强震的同震响应特征。  相似文献   

12.
13.
As is known, the secular deceleration of the Earth's diurnal rotation is explained mainly by the tidal friction in the ocean. Below we consider this mechanism in some detail, taking into account also elastic deformations of the mantle under the action of ocean loading and the interaction between the tide-generating body, ocean tidal wave, liquid outer core, and solid inner core. It is shown that elastic displacements of the core-mantle boundary under the action of ocean loading are of about the same amplitude and phase as the elastic loading displacements of the Earth's outer surface. As a result, side by side with the mechanism of secular deceleration of diurnal rotation of the mantle, there are also (1) the opposite mechanism of secular acceleration of diurnal rotation of the outer liquid core and of the solid inner core and (2) the mechanism of excitation of differential rotation in the liquid core. Taking these effects into account, we compare theoretical and modern observed data on the eastward drift of the solid inner core. It is shown that the best agreement may be obtained if the turbulent viscosity of the liquid core is about 2 × 10 3 Poise  相似文献   

14.
The nutations of the planets Mars andEarth are investigated and compared. Alarge number of interior structureparameters are involved in the nutationcomputations. The comparison between the observations and the computationsprovides several constraints on these parmeters andtherefore allows a better understanding of the physics of the interior of theplanet. For the Earth, the high precision of the observations of the nutationshas led to a very good determination of interior properties of the planet. ForMars, observations of nutations are not yet available, and we review how theamplitude of the Martian nutations depends on the hypotheses consideredfor its interior. Although Mars is very similar to the Earth, its interior is not well known;for example, we don't knowif its core is liquid or solid. Only if the core is liquid,the Free Core Nutation (FCN) normal mode exists and can alter the nutationswhich are close to the resonance. From the observed geoids, it is known thatboth planets are not in hydrostatic equilibrium. The departure is larger forMars than for the Earth, and consequently, the implication of considering a convective mantle instead of a mantle in hydrostatic equilibrium described byClairaut's equation for the initial equilibrium state of the planet is largeron the Martian nutations than on the Earth nutations. The consequences of theuncertainty in the core dimensions are also examined and shown to be of a veryhigh influence for Mars if the core is liquid, due to the potential changes inthe FCN resonance. The influence of the presence of an inner core, which isknown to exist for the Earth, could be more important for Mars than for theEarth if the inner core is large. Due to the presence of Tharsis on Mars, thetriaxiality of this planet has, additionally, larger effects than on Earth.  相似文献   

15.
The determination of the coefficient of viscosity of eruptive products gives useful elements to the knowledge of possible variations of composition and physical conditions of the magmas.  相似文献   

16.
17.
地震激励下处于深水中的桥墩和周围水体的相互作用将对桥梁结构的动力响应产生较大影响。首先对地震作用下水-桥墩的相互作用理论做了概括,给出了动水压力对桥墩的作用效应及各自的适用范围;对主要的三种考虑流固耦合效应的分析方法做了对比,探讨了地震作用下影响水-结构相互作用的主要因素,并对今后的研究提出了建议。  相似文献   

18.
Until recently, the existing data prevented the geophysicists from accurately dating the Bysy-Yuryakh stratum, which outcrops in the middle reach of the Kotuy River, constraining the time of its formation to a wide interval from the end of the Late Cambrian to the beginning of the Silurian. The obtained paleomagnetic data unambiguously correlate the Bysy-Yuryakh stratum to the Nyaian regional stage and constrain its formation, at least a considerable part of it, by the Tremadocian. This result perfectly agrees with the data on the Bysy-Yuryakh conodonts studied in this work and yields a spectacular example of the successful application of paleomagnetic studies in solving important tasks of stratigraphy and, correspondingly, petroleum geology. Within the Bysy-Yuryakh stratum, we revealed a large normal-polarity interval corresponding to the long (>1 Ma) period when the geomagnetic reversals were absent. This result, in combination with the data for the Tremadocian and Middle–Upper Cambrian sequences of the other regions, indicates that (1) the rate of occurrence of the geomagnetic reversals on the eve of the Ordovician Moyero superchron of reversed polarity was at most one reversal per Ma; (2) the superchron does not switch on instantaneously but is preceded by a certain gradual change in the operation conditions of the dynamo mechanism which, inter alia, manifests itself by the reduction of the frequency of geomagnetic reversals with the approach of the superchron. This finding supports the views according to which a process preparing the establishment of the superchrons takes place at the core–mantle boundary.  相似文献   

19.
Geomagnetism and Aeronomy - The magnetic evolution of the active region of the Sun at the level of the photosphere has been studied. Magnetic synoptic maps of the 2007 Kitt Peak Observatory were...  相似文献   

20.
Резюме Дается вывод формул для вычислений длины хорды, длины и азимутов нормаляных сечений и длины геодезической линии эллипсоида. Применяются тригонометрические функции данных величин и постоянные принятого ргфгргнц-эллипсоида, что является целесообразным при использовании вычислителQjных машин, особенно автоматов. Рабочие формулы рекомендуются в форме (8–11).

Dedicated to Professor František Fiala on His 85th Birthday

Address: Veveři 95, Brno.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号