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Double-face intelligent hole position planning method for precision blasting in roadways using a computer-controlled drill jumbo 被引量:5
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作者 Haojun Wu Min Gong +2 位作者 Renshu Yang Xiaodong Wu Xiangyu Liu 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2023年第6期1025-1037,共13页
To solve the uneven burden of same-type holes reducing the blasting efficiency due to the limitation of drilling equipment,we need a double-face program-controlled planning method for hole position parameters used on ... To solve the uneven burden of same-type holes reducing the blasting efficiency due to the limitation of drilling equipment,we need a double-face program-controlled planning method for hole position parameters used on a computer-controlled drilling jumbo.The cross-section splits into even and uneven areas.It also considers the uneven burden at the hole’s entrance and bottom.In the uneven area,various qualifying factors are made to optimize the hole spacing and maximize the burden uniformity,combined with the features of the area edges and gridbased segmentation methods.The hole position coordinates and angles in the even area are derived using recursion and iteration algorithms.As a case,this method presents all holes in a 4.8 m wide and 3.6 m high cross-section.Compared with the design produced by the drawing method,our planning in the uneven area improved the standard deviation of the hole burden by 40%.The improved hole layout facilitates the evolution of precise,efficient,and intelligent blasting in underground mines. 展开更多
关键词 drill and blast method green mine blast design drilling jumbo BURDEN
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Propagation and Coalescence of Blast-Induced Cracks in PMMA Material Containing an Empty Circular Hole Under Delayed Ignition Blasting Load by Using the Dynamic Caustic Method
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作者 Zhongwen Yue Yao Song +1 位作者 Zihang Hu Yanlong Lu 《Journal of Beijing Institute of Technology》 EI CAS 2018年第4期547-555,共9页
In this paper,dynamic caustic method is applied to analyze the blast-induced crack propagation and distribution of the dynamic stress field around an empty circular hole in polymethyl methacrylate(PMMA)material under ... In this paper,dynamic caustic method is applied to analyze the blast-induced crack propagation and distribution of the dynamic stress field around an empty circular hole in polymethyl methacrylate(PMMA)material under delayed ignition blasting loads.The following experimental results are obtained.(1)In directional-fracture-controlled blasting,the dynamic stress intensity factors(DSIFs)and the propagation paths of the blast-induced cracks are obviously influenced by the delayed ignition.(2) The circular hole situated between the two boreholes poses a strong guiding effect on the coelesence of the cracks,causing them to propagate towards each other when cracks are reaching the circular hole area.(3)Blast-induced cracks are not initiated preferentially because of the superimposed effect from the explosive stress waves on the cracking area.(4) By using the scanning electron microscopy(SEM)method,it is verified that the roughness of crack surfaces changes along the crack propagation paths. 展开更多
关键词 crack propagation and coalescence dynamic caustic method delayed ignition blast-induced cracks dynamic stress intensity factor(DSIF)
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Study on the Prediction of Rice Blast Based on the Unbiased GM (1,1) Model 被引量:1
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作者 魏代俊 曾艳敏 邹迎春 《Plant Diseases and Pests》 CAS 2010年第6期4-6,共3页
To create a new prediction model, the unbiased GM (1,1) model is optimized by the five-point slide method in this paper. Then, based on the occurrence areas of dce blast in Enshi District during 1995 -2004, the new ... To create a new prediction model, the unbiased GM (1,1) model is optimized by the five-point slide method in this paper. Then, based on the occurrence areas of dce blast in Enshi District during 1995 -2004, the new model and unbiased GM (1, 1 ) model are applied to predict the occurrence areas of rice blast during 2005 -2010. Predicting outcomes show that the prediction accuracy of five-point unbiased sliding optimized GM (1, 1 ) model is higher than the unbiased GM (1,1) model. Finally, combined with the prediction results, the author provides some suggestion for Enshi District in the prevention and control of rice blast in 2010. 展开更多
关键词 Unbiased GM (1 1 model Five-point slide method Optimization PREDICTION Rice blast
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Modelling of blast-induced damage in tunnels using a hybrid finite-discrete numerical approach 被引量:10
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作者 Amichai Mitelman Davide Elmo 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2014年第6期565-573,共9页
This paper presents the application of a hybrid finite-discrete element method to study blast-induceddamage in circular tunnels. An extensive database of field tests of underground explosions above tunnelsis used for ... This paper presents the application of a hybrid finite-discrete element method to study blast-induceddamage in circular tunnels. An extensive database of field tests of underground explosions above tunnelsis used for calibrating and validating the proposed numerical method; the numerical results areshown to be in good agreement with published data for large-scale physical experiments. The method isthen used to investigate the influence of rock strength properties on tunnel durability to withstand blastloads. The presented analysis considers blast damage in tunnels excavated through relatively weak(sandstone) and strong (granite) rock materials. It was found that higher rock strength will increase thetunnel resistance to the load on one hand, but decrease attenuation on the other hand. Thus, undercertain conditions, results for weak and strong rock masses are similar. 2014 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting byElsevier B.V. All rights reserved. 展开更多
关键词 blast damage Tunnels Numerical analysis Finite-discrete method
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Inertisation options for BG method and optimisation using CFD modelling 被引量:3
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作者 Morla Ramakrishna Balusu Rao +1 位作者 Tanguturi Krishna Ting Ren 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第3期401-405,共5页
Spontaneous combustion(sponcom) is one of the issues of concern with the blasting gallery(BG) method of coal mining and has the potential to cause fires, and impact on production and safety, greenhouse gas(GHG) emissi... Spontaneous combustion(sponcom) is one of the issues of concern with the blasting gallery(BG) method of coal mining and has the potential to cause fires, and impact on production and safety, greenhouse gas(GHG) emissions and huge costs involved in controlling the aftermath situations. Some of the research attempts made to prevent and control coal mine fires and spontaneous combustion in thick seams worked with bord and pillar mining methods are presented in this paper. In the study, computational fluid dynamics(CFD) modelling techniques were used to simulate and assess the effects of various mining methods, layouts, designs, and different operational and ventilation parameters on the flow of goaf gases in BG panels. A wide range of parametric studies were conducted to develop proactive strategies to control and prevent ingress of oxygen into the goaf area preventing spontaneous combustion and mine fires. 展开更多
关键词 blasting gallery method Spontaneous combustion Inertisation CFD
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Distinct element modelling of fracture plan control in continuum and jointed rock mass in presplitting method of surface mining 被引量:4
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作者 Sharafisafa Mansour Aliabadian Zeinab +1 位作者 Alizadeh Rezvan Mortazavi Ali 《International Journal of Mining Science and Technology》 SCIE EI 2014年第6期871-881,共11页
Controlled blasting techniques are used to control overbreak and to aid in the stability of the remaining rock formation. Presplitting is one of the most common methods which is used in many open pit mining and surfac... Controlled blasting techniques are used to control overbreak and to aid in the stability of the remaining rock formation. Presplitting is one of the most common methods which is used in many open pit mining and surface blast design. The purpose of presplitting is to form a fracture plane across which the radial cracks from the production blast cannot travel. The purpose of this study is to investigate of effect of presplitting on the generation of a smooth wall in continuum and jointed rock mass. The 2D distinct element code was used to simulate the presplitting in a rock slope. The blast load history as a function of time was applied to the inner wall of each blasthole. Important parameters that were considered in the analysis were stress tensor and fracturing pattern. The blast loading magnitude and blasthole spacing and jointing pattern were found to be very significant in the final results. 展开更多
关键词 Controlled blasting Presplitting method Continuum and jointed rock mass Distinct element modelling
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DETERMINATION OF MICROCRACK BOUNDARY RESULTING FROM ROCK BLASTING WITH SEISMIC TRAVELTIME TOMOGRAPHY 被引量:2
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作者 Zhang, Jichun Song, Linping 《中国有色金属学会会刊:英文版》 EI CSCD 1998年第1期155-160,共6页
DETERMINATIONOFMICROCRACKBOUNDARYRESULTINGFROMROCKBLASTINGWITHSEISMICTRAVELTIMETOMOGRAPHY①ZhangJichunDepartm... DETERMINATIONOFMICROCRACKBOUNDARYRESULTINGFROMROCKBLASTINGWITHSEISMICTRAVELTIMETOMOGRAPHY①ZhangJichunDepartmentofUndergroundE... 展开更多
关键词 ROCK mass blastING microcracking zone measuring method TOMOGRAPHY
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Numerical study on the fracturing mechanism of shock wave interactions between two adjacent blast holes in deep rock blasting 被引量:7
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作者 Yuan Wei Liu Shangge +6 位作者 Wang Wei Su Xuebin Li Zonghong Li Jiaxin Wen Lei Chang Jiangfang Sun Xiaoyun 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2019年第4期735-746,共12页
With the application of electronic detonators, millisecond blasting is regarded as a signifi cant promising approach to improve the rock fragmentation in deep rock blasting. Thus, it is necessary to investigate the fr... With the application of electronic detonators, millisecond blasting is regarded as a signifi cant promising approach to improve the rock fragmentation in deep rock blasting. Thus, it is necessary to investigate the fracturing mechanisms of short-delay blasting. In this work, a rectangle model with two circle boreholes is modeled as a particles assembly based on the discrete element method to simulate the shock wave interactions induced by millisecond blasting. The rectangle model has a size of 12 × 6 m (L × W) and two blast holes have the same diameter of 12 cm. The shock waves are simplifi ed as time-varying forces applied at the particles of walls of the two boreholes. Among a series of numerical tests in this study, the spacing between two adjacent boreholes and delay time of millisecond blasting are considered as two primary variables, and the decoupling charge with a coeffi cient of 1.5 is taken into account in each case. The results show that stress superposition is not a key factor for improving rock fragmentation (tensile stress interactions rather than compressive stress superposition could aff ect the generation of cracks), whereas collision actions from isolated particles or particles with weakened constraints play a crucial role in creating the fracture network. The delay time has an infl uence on causing cracks in rock blasting, however, whether it works heavily depends on the distance between the two holes. 展开更多
关键词 rock FRAGMENTATION MILLISECOND blastING shock wave DECOUPLING charge discrete element method
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Influence of Profile of Blast Furnace on Motion and Stress of Burden by 3D-DEM 被引量:1
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作者 ZHANG Jian-liang CHEN Yong-xing +3 位作者 FAN Zheng-yun HU Zheng-wen YANG Tian-jun Tatsuro Ariyama 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2011年第11期1-6,11,共7页
The objective of the present investigation is to analyze the influence of profile of blast furnace on the burden motion and stress field through 3D-DEM (three-dimensional discrete element method). It is clarified th... The objective of the present investigation is to analyze the influence of profile of blast furnace on the burden motion and stress field through 3D-DEM (three-dimensional discrete element method). It is clarified that the decrease of shaft angle speeds up the velocity of burden descending and decreases normal stress between particles or particle and wall. This change is good for the smooth operation of blast furnace. However, ore and coke would be mixed for the too small shaft angle (75~) , which would influence the permeability in blast furnace. Thus, the appro- priate shaft angle is around 80°. Decrease of bosh angle prevents the burden descending motion and increases normal stress between particles and bosh wall. Meanwhile, maximum normal stress acting on the wall moves from belly wall to bosh wall in the case of 68° bosh angle, which accelerates abrasion of refractory in bosh by friction force between particles and wall. Although burden descends smoothly in the case of 88° bosh angle, room is not enough for the as- cending heated gas flow. Thus, the appropriate bosh angle is about 78°. 展开更多
关键词 blast furnace PROFILE solid motion STRESS discrete element method
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In-vitro vs in-vivo Inoculation: Screening for Resistance of Australian Rice Genotypes Against Blast Fungus
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作者 Vineela CHALLAGULLA Surya BHATTARAI David J.MIDMORE 《Rice science》 SCIE CSCD 2015年第3期132-137,共6页
To assist with rapid screening for rice blast resistance as a precursor in a breeding program, the susceptibility to rice blast of 13 rice genotypes from Australia was evaluated in May to June 2013 using three distinc... To assist with rapid screening for rice blast resistance as a precursor in a breeding program, the susceptibility to rice blast of 13 rice genotypes from Australia was evaluated in May to June 2013 using three distinct inoculation methods(spot, filter paper and standard methods) at seedling, vegetative and reproductive stages. The results revealed that the spot and filter paper inoculation methods were successful in discerning susceptibility to the rice blast disease(P ≤ 0.05). Disease susceptibility declined significantly from the vegetative to reproductive stages. The standard method was conducted at three different stages for pot plants grown inside the mist house. However, low temperatures did not produce disease symptoms except in a few genotypes. Among the 13 rice genotypes screened, AAT9 expressed a highly resistant response, and AAT4, AAT6, AAT10, AAT11, AAT13, AAT17 and AAT18 expressed resistance at various stages. The results will be useful for selecting elite genotypes for disease tolerance where rice blast is prevalent. In addition, the resistant genotypes can serve as a gene pool used in breeding programmes to develop new resistant genotypes. 展开更多
关键词 spot inoculation filter paper inoculation standard method seedling stage vegetative stage reproductive stage rice blast disease rice genotype
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STRESS AND ENERGY TRANSFER OF WATER COUPLING BLASTING
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作者 Zhang, Qiang Li, Xibing +1 位作者 Zhu, Fangcai Chen, Shouru 《中国有色金属学会会刊:英文版》 EI CSCD 1998年第2期167-173,共7页
STRESSANDENERGYTRANSFEROFWATERCOUPLINGBLASTING①ZhangQiangBeijingGeneralResearchInstituteofMining&Metalurgy,B... STRESSANDENERGYTRANSFEROFWATERCOUPLINGBLASTING①ZhangQiangBeijingGeneralResearchInstituteofMining&Metalurgy,Beijing100044,P.R.... 展开更多
关键词 WATER COUPLING blastING equivalent wave impedance method MATCH of explosive and rock FRAGMENTATION EXPERIMENT fracture law EXPERIMENT
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压入式通风隧道风流场及粉尘运移特性分析
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作者 马福军 陈凯旋 +1 位作者 任杰 杨少锟 《陕西水利》 2025年第4期1-4,共4页
根据计算流体力学方法,结合气固两相流理论,建立钻爆法产生的粉尘离散相模型。经过Fluent软件的求解计算,得到隧道三维风流场分布以及粉尘颗粒扩散运移规律。掌握不同高度平面的风速和粉尘浓度变化情况,探究不同粒径的粉尘颗粒运移特性... 根据计算流体力学方法,结合气固两相流理论,建立钻爆法产生的粉尘离散相模型。经过Fluent软件的求解计算,得到隧道三维风流场分布以及粉尘颗粒扩散运移规律。掌握不同高度平面的风速和粉尘浓度变化情况,探究不同粒径的粉尘颗粒运移特性。结果表明:回流区是运输粉尘颗粒的主要载体,涡流区会阻碍粉尘颗粒的运移。风速大小和粉尘浓度高低与所处位置的高度有关,高度越高,风速越小,粉尘浓度越低。粒径大的粉尘颗粒沉积在底部,粒径小的粉尘颗粒悬浮在空中。该离散相模型对指导工程通风方案对于保障施工人员生命安全及施工机械正常运行具有重要意义。 展开更多
关键词 隧道 钻爆法 计算流体力学 离散相 风流场 粉尘运移
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基于BIM的公路钻爆法隧道动态设计应用研究
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作者 李金龙 丁璁 《施工技术(中英文)》 2025年第5期20-24,共5页
对BIM在隧道工程中的应用现状进行分析与研究,针对各建设阶段存在的数据分割明显、建模软件与信息管理平台分离等问题,以BIM为核心,梳理公路钻爆法隧道动态设计流程。对地质信息和支护结构的数字化及标准化方法、隧道内轮廓的参数化设... 对BIM在隧道工程中的应用现状进行分析与研究,针对各建设阶段存在的数据分割明显、建模软件与信息管理平台分离等问题,以BIM为核心,梳理公路钻爆法隧道动态设计流程。对地质信息和支护结构的数字化及标准化方法、隧道内轮廓的参数化设计等方面进行研究与探索,实现将公路隧道施工中可能遇到的风险源进行信息化管理。基于Unity平台,结合设计与施工业务逻辑开发隧道动态设计系统,将BIM模型作为地质信息、设计信息、施工信息、风险源信息承载的媒介,实现基于BIM的隧道动态设计,使隧道建设过程中的信息从设计阶段开始,进行有效记录与传递。应用于贵州省某隧道项目,对设计阶段的模型及地质情况进行数字化表达,依据项目超前地质预报的探测数据及掌子面现状,通过动态设计工具在施工阶段进行设计方案变更,对可能遇到的风险源信息进行标识与管理,实现隧道安全施工风险源的动态管理。 展开更多
关键词 公路 隧道 建筑信息模型 钻爆法 设计
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海则滩煤矿井筒冻结段爆破参数优化 被引量:1
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作者 贾文明 汪海波 +3 位作者 杨星林 史少波 邢永杨 宗琦 《煤矿爆破》 2025年第2期26-30,共5页
我国西部地区富水弱胶结岩层煤矿立井井筒施工多采用冻结法+爆破掘进的方案,弱胶结岩层整体近水平层状分布、中间夹有硬岩,爆破施工过程中易出现大块、超欠挖的现象。本文以海则滩煤矿立副井大直径井筒爆破施工为对象,结合钻孔机具设备... 我国西部地区富水弱胶结岩层煤矿立井井筒施工多采用冻结法+爆破掘进的方案,弱胶结岩层整体近水平层状分布、中间夹有硬岩,爆破施工过程中易出现大块、超欠挖的现象。本文以海则滩煤矿立副井大直径井筒爆破施工为对象,结合钻孔机具设备,分析造成大块和超欠挖的原因,从炮孔布置方式、装药量、装药结构和延迟时间设置等方面进行优化设计。现场应用后,矸石的块度降低,不需要机械二次破碎即可满足抓岩、装运作业要求,周边超挖量得到明显改善、无欠挖,井壁衬砌混凝土超耗降低,可为类似地层立井井筒爆破施工提供参考。 展开更多
关键词 立井井筒 钻爆法 软硬交互地层 爆破参数优化 大块率
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基于突变级数法的钻爆法隧道施工风险评价 被引量:2
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作者 杨俊华 伊仁毅 +2 位作者 刘泽 代雍正 彭亚雄 《工程技术研究》 2025年第10期1-4,共4页
为精准掌握钻爆法隧道施工过程中的风险情况,文章构建了基于突变级数法的钻爆法隧道施工风险评价方法。该方法以钻爆法隧道施工风险评价为目标,通过逐层分解得到各级评价指标;对底层指标进行评分赋值后并无量纲化处理后,将评价指标与突... 为精准掌握钻爆法隧道施工过程中的风险情况,文章构建了基于突变级数法的钻爆法隧道施工风险评价方法。该方法以钻爆法隧道施工风险评价为目标,通过逐层分解得到各级评价指标;对底层指标进行评分赋值后并无量纲化处理后,将评价指标与突变模型匹配,经逐层运算出评价目标的突变级数值,根据评价等级标准,结合最终突变级数完成隧道施工风险评价。结果显示,该方法运用于峡里隧道施工风险管控时成效显著,有效降低了人为确定权重时的主观性,具有较高的可靠性和实用性。 展开更多
关键词 钻爆法 隧道施工 突变级数法 风险评价
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基于深度学习的岩巷爆破参数智能设计系统开发与工程实践
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作者 金庆雨 岳中文 +3 位作者 薛克军 唐韬涛 陈亮 马洪素 《煤炭科学技术》 北大核心 2025年第9期447-458,共12页
传统岩巷爆破参数设计方法主要依赖专家经验和人工绘制,由于缺乏高效的工具和系统,设计效率低,成本高,且对复杂地质条件适应性差,难以满足现代施工要求。以中国北山地下实验室地下280m水平巷道的三心拱工作面开挖为背景,开发了一种基于... 传统岩巷爆破参数设计方法主要依赖专家经验和人工绘制,由于缺乏高效的工具和系统,设计效率低,成本高,且对复杂地质条件适应性差,难以满足现代施工要求。以中国北山地下实验室地下280m水平巷道的三心拱工作面开挖为背景,开发了一种基于深度学习的岩巷爆破参数智能设计系统。系统通过输入基本爆破需求参数,包括断面宽度、高度、岩性参数、循环进度等,利用深度学习模型优化爆破参数,智能生成符合施工规范的炮孔布置图,实现爆破设计的高效与精准。系统的核心模块采用随机森林与强化学习相结合的方法,通过堆叠集成学习方法提升模型的预测精度和泛化能力,输出包括炮孔数量、间距、装药量等在内的优化参数。该系统基于Python语言与Django框架开发,集成了绘图工具,能够智能化设计爆破参数并实现炮孔布置图的自动绘制与可视化。系统设计注重模块化与扩展性,涵盖数据处理、深度学习模型训练、参数优化、图形生成以及爆破日志记录等功能,各模块通过API接口实现高效数据交互和功能耦合。结果表明:系统在提高爆破设计效率方面表现突出,设计效率提升了30%以上,炮孔利用率提升了10%以上,超挖控制在≤10cm。该系统显著降低了对人工经验的依赖,提升了爆破设计的准确性和可靠性,为智能爆破领域提供了有效的技术支持。 展开更多
关键词 爆破参数设计 钻爆法 智能优化 Django框架 软件开发
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露天矿抛掷爆破振动速度峰值加权平均集成预测研究 被引量:1
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作者 龚伟 范雪强 +3 位作者 肖双双 林士桢 王红胜 董国伟 《金属矿山》 北大核心 2025年第8期94-106,共13页
露天矿抛掷爆破振动速度峰值是评估爆破安全性和环境影响的关键指标之一。为了提高振动速度峰值预测的准确性,采用斯皮尔曼(Spearman)和肯德尔(Kendall)相关系数统计分析,并结合随机森林(RF)和极端梯度提升(XGBoost)算法,筛选出影响振... 露天矿抛掷爆破振动速度峰值是评估爆破安全性和环境影响的关键指标之一。为了提高振动速度峰值预测的准确性,采用斯皮尔曼(Spearman)和肯德尔(Kendall)相关系数统计分析,并结合随机森林(RF)和极端梯度提升(XGBoost)算法,筛选出影响振动速度峰值的主要特征。根据分析结果,选择了爆心距离、高差、台阶高度、总药量和平均单耗作为预测模型的输入变量。采用加权平均法对XGBoost和改进粒子群算法优化混合核极限学习机(IP-SO-HKELM)单一模型的预测结果进行集成,从而构建抛掷爆破振动速度峰值集成预测模型。测试表明:采用加权平均法对XGBoost和IPSO-HKELM的预测结果进行融合,并通过调整样本权重分配,显著提高了预测模型的性能。加权平均集成模型的评估指标决定系数(R2)、平均绝对误差(MAE)、均方根误差(RMSE)及平均绝对百分比误差(MAPE)分别为0.977、0.591、0.921和17.198%。与传统方法相比,该加权平均法集成模型在评估指标上表现出了明显的提升,尤其在MAE和RMSE上实现了较大幅度的优化,展现出其在实际应用中的优势。 展开更多
关键词 抛掷爆破 极端梯度提升 混合核极限学习机 加权平均法
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基于ICEEMDAN-改进小波阈值法的爆破振动信号消噪分析 被引量:1
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作者 张文涛 汪海波 +3 位作者 高朋飞 王梦想 程兵 宗琦 《工程爆破》 北大核心 2025年第2期157-168,共12页
为了更好地消除噪声成分对爆破振动信号的影响,构建了ICEEMDAN算法联合改进小波阈值法的消噪方法。首先使用ICEEMDAN算法对实测信号分解得到一系列IMF分量,然后通过互相关分析、频谱分析和交叉小波相干分析确定高频噪声分量、含噪分量... 为了更好地消除噪声成分对爆破振动信号的影响,构建了ICEEMDAN算法联合改进小波阈值法的消噪方法。首先使用ICEEMDAN算法对实测信号分解得到一系列IMF分量,然后通过互相关分析、频谱分析和交叉小波相干分析确定高频噪声分量、含噪分量、趋势项分量,利用改进的小波阈值法提取含噪分量中的真实信息,剔除噪声成分后将剩余分量相加重构信号。通过信号重构前后的波形、三维时频谱对消噪效果进行评价,并采用信噪比、均方根误差等指标对6种消噪方法的降噪效果进行对比。结果表明:ICEEMDAN-改进小波阈值法能在保存爆破振动信号真实信息的前提下精准消除噪声成分;与其他5种方法相比,该方法消噪重构后信号的信噪比最高、均方根误差最小,分别为28.73 dB、0.0022,在时域和频域均表现出较好的消噪能力。 展开更多
关键词 爆破振动信号 消噪 ICEEMDAN 小波阈值法
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基于物质点法的岩石单孔爆破数值模拟研究
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作者 韩方建 库启贤 +3 位作者 于海军 邱乙 邹明 王蒙 《应用数学和力学》 北大核心 2025年第10期1320-1328,共9页
钻爆法是矿产资源开采中主要的破岩手段,其爆破破岩理论分析对适用条件进行了极大约束,且其爆破试验存在着费用昂贵和爆后裂纹难以观察等局限性,因此数值方法已成为探索岩石爆破破碎机理的重要补充手段.该文构建了耦合广义插值物质点(GI... 钻爆法是矿产资源开采中主要的破岩手段,其爆破破岩理论分析对适用条件进行了极大约束,且其爆破试验存在着费用昂贵和爆后裂纹难以观察等局限性,因此数值方法已成为探索岩石爆破破碎机理的重要补充手段.该文构建了耦合广义插值物质点(GIMP)和对流粒子域插值物质点(CPDI)的二维物质点模型,分析了背景网格和物质点离散尺寸效应影响.研究表明:背景网格和物质点离散尺寸会显著地影响爆炸能量传递,岩石的损伤程度与炸药向岩石传递的总能量呈正相关;GIMP类型物质点适宜爆炸核心区用于模拟极大压缩变形,CPDI类型物质点更适合模拟岩石爆破破坏情况;沿径向传播的环状应力波会在环向产生较大的拉应力,从而导致径向裂纹的产生. 展开更多
关键词 爆破 物质点法 岩石
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爆炸作用下建筑结构高效毁伤评估方法 被引量:2
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作者 吕晋贤 吴昊 +1 位作者 卢永刚 陈德 《爆炸与冲击》 EI CAS 北大核心 2025年第1期133-150,共18页
为综合评估战后建筑结构的毁伤等级,针对爆炸作用下典型地面建筑,即含填充墙钢筋混凝土(reinforced concrete,RC)框架结构,提出了损伤破坏和倒塌的高精度数值仿真分析方法,并通过RC结构爆炸试验、倒塌事故和砌体墙爆炸试验进行了充分验... 为综合评估战后建筑结构的毁伤等级,针对爆炸作用下典型地面建筑,即含填充墙钢筋混凝土(reinforced concrete,RC)框架结构,提出了损伤破坏和倒塌的高精度数值仿真分析方法,并通过RC结构爆炸试验、倒塌事故和砌体墙爆炸试验进行了充分验证;开展了典型3层原型RC框架结构在不同爆炸当量(25~200 kg TNT)下的内爆炸数值仿真,定量分析了爆炸冲击波在建筑结构内部的传播、结构损伤破坏和墙体飞散等。爆炸作用下建筑结构的高效毁伤评估流程为:结合镜像爆源和非线性叠加原理确定内爆炸荷载,基于等效单自由度方法评估梁、板、柱及墙体构件的毁伤等级,引入构件重要性系数加权确定房间毁伤等级,考虑房间功能及位置重要性评估整体结构的毁伤等级。高精度数值仿真分析与毁伤评估方法计算的典型RC框架结构的整体毁伤等级一致,即在25、100和200 kg TNT爆炸下RC结构分别呈现轻度、中度和重度毁伤,毁伤评估方法可缩短99%以上的计算耗时,兼具可靠性与时效性。 展开更多
关键词 爆炸荷载 建筑结构 毁伤评估方法 损伤破坏
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