Models of wave duration and event fre-quency of explosion aftershocks     

李学政  刘文学  沈旭峰 《地震学报(英文版)》2004,17(5):596-603

IntroductionSeismologistsbeganaftershocksequenceinvestigationasearlyasendofthe19thcentury.Theaftershockoccurrencefrequencyhasdifferentmodels,whichincludepowerfunctiondecaymodel(Omori,1894),hyperboladecaymodel(Utsu,1961).Mogi(1962)presentedthattheafter-shockoccurrencefrequencydecayedwithdifferentprinciplesduringdifferenttimephasesaftermainshocks.Henceforthseismologistshavestudiedalargenumberofaftershocksequencesbasedonthesemodels.Chineseseismologistsstudiedthetemporal-spatialcharacteristicsof…  相似文献   

地震波形与爆破波形的比较   总被引：1，自引：0，他引：1  

宋杰  任寰  袁海良 《四川地震》2004,(4):25-28,46

对爆破进行识别,以便区别于地震,避免把爆破当成地震用于日常地震分析预测工作.根据爆破的特征及实地调查,排除了成都市境内出现的微震活动条带是地震异常的可能性.  相似文献   

鹤岗煤田的矿井瓦斯事故灾害成因及其防治对策     

尹喜霖 《地质灾害与环境保护》2000,11(3):248-252

介绍鹤岗煤田的井下瓦斯赋存状况 ,回顾历年来瓦斯事故与危害 ,分析瓦斯事故原因 ,提出瓦斯事故的防治对策 ,最后指出了瓦斯利用的途径。  相似文献   

Study on horizontal relative diffusion in the troposphere and lower stratosphere     

Zheng Yi 《大气科学进展》2000,17(1):93-102

The behaviour of relative diffusion theory and Gifford’s random-force theory for long-range atmospheric diffusion is examined. When a puff scale is smaller than the Lagrangian length scale, 2KTL, an accelerative relative diffusion region exists, i.e., σy∝t3/2. While the puff diffusion enters a two-dimensional turbulence region, in which the diffusion scale is larger than 500 km, or time scale is larger than 1 day, divergence and convergence are main cause of horizontal diffusion. Between the two above-mentioned regimes, diffusion deviation is given byσy=2KTL. The large-scale horizontal relative diffusion parameters were obtained by analyzing the data of radioactive cloud width collected in air nuclear tests.  相似文献   

重庆万盛煤矸石山自燃爆炸型滑坡碎屑流成因探讨   总被引：9，自引：0，他引：9  

赵宇  崔鹏  王成华  樊晓一  朱颖彦  高克昌 《山地学报》2005,23(2):169-173

2 0 0 4 - 0 5 - 0 5重庆万盛胡家沟煤矸石山发生滑坡碎屑流灾害。灾害发生时,伴随巨大的响声和刺鼻气味,约2 0×10 4m3 煤矸石碎屑以极高初始速度崩滑而下,滑体横扫运动途中一切障碍,垂直坡降32 0m ,水平运动距离6 0 0m。造成重大人员和财产损失。通过实地考察和实验研究,作者认为煤矸石山中硫铁矿和碳氧化物升温,煤矸石山自燃、内部热量大量积聚所导致的煤矸石山的爆炸,是使大量矸石脱离矸石山形成此次煤矸石高速滑坡碎屑流灾害的主要原因  相似文献   

基坑防渗体局部失效渗流场变化特征     

李守德  于达 《探矿工程》2005,32(10):2-5

采用三维有限元方法分析了基坑开挖工程在防渗体出现局部失效情况下，引起渗流在失效部位的集中及渗流场空间状况。提出了以一维通道嵌入三维块体的方法模拟管涌发展过程及渗流场变化特征。讨论了管涌通道渗透性对基坑管涌发展规律的影响。  相似文献   

Wall effect of underwater explosion load based on wave motion theories     

肖巍  姚熊亮  郭君 《中国海洋工程》2014,28(5):587-598

Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the freefield shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based onwave motion theories; in addition, the experimental study of the hull plate load is carried out. According to the theoreticalanalysis of the hull plate pressure, we find that the hull plate pressure oscillates repeatedly and decays rapidly with timepassing, the maximum hull plate pressure is 2/（1＋n） times the maximum free field pressure, where n is the ratio ofimpedance, and the impulse is much smaller than the free field impulse. Compared with the experimental study, thetheoretical results agree well with the experimental data.  相似文献   

绥棱爆破地震监测与局部场地台阵观测   总被引：3，自引：1，他引：2  

金星  丁海平  李山有  景立平  马树林  高峰  付正心  王晓峰  马强  杨文东 《地震工程与工程振动》2004,24(4):1-7

黑龙江省地震局在绥棱组织了2次人工爆破,目的在于检验黑龙江省地震台网的监测能力和定位精度,并开展相关的地震学和地震工程学研究。为此,在原黑龙江省地震台网的基础上,又架设了一个由六台数字地震仪组成的流动台网,并在爆破点附近建立了一个由多通道强震观测系统和4台强震仪组成的场地影响台阵。本文介绍了这次爆破及现场观测的有关情况,并对结果进行了初步分析。  相似文献   

工程爆破场地地震动强度预测研究   总被引：3，自引：0，他引：3  

于海英  于双久 《地震工程与工程振动》2004,24(1):122-129

本文介绍了爆破地震动强度的预测方法和该领域研究的国内外现状,以岭澳核电站场地为例,利用该场地土石方工程爆破时实监测获得的大量实验数据进行统计回归分析,提出了一种估计(折算)爆破药量的方法,给出预测爆破地震动加速度、速度、的经验公式。按此地震动衰减规律并结合时实监测数据指导爆破,确保大亚湾核电站的安全运行。这种折算爆破药量的方法和预测爆破地震动强度的经验公式对指导工程爆破具有重要参考价值。  相似文献   

Parametric study for underwater blast-induced pipeline response embedded in marine sediments     

C. C. Liao  Yaguang Wang  Qi Zhang 《Marine Georesources & Geotechnology》2013,31(9):1071-1082

Abstract

Blast response of submerged pipelines has been a research focus in recent years. In this article, a three-dimensional numerical model is established to investigate dynamic response of pipelines due to underwater explosion. The u–p approximation is integrated into finite element method (FEM) to simulate pore water effect in the seabed. Numerical continuity between hydraulic pressure in the flow field and pore pressure in the marine sediment is guaranteed to realize the blast response of submerged pipelines in ocean environment. Both fluid–structure interaction (FSI) and pipeline–seabed interaction (PSI) have been considered in the proposed model simultaneously. A comprehensive parametric study is carried out after validation of the present model with test data from underground explosion and underwater explosion, respectively. The effect of embedment depth, TNT equivalent, stand-off distance, pipeline diameter, and pipeline thickness to blast response of the submerged pipelines is investigated based on numerical results. Variation of deformation patterns and stress distribution of the pipeline with various installation and structure parameters has been illustrated and discussed to facilitate engineering practice.  相似文献