Article(id=1241355808538161827, tenantId=1146029695717560320, journalId=1240670690148397066, issueId=1241355799189058005, articleNumber=null, orderNo=null, doi=10.3963/j.issn.1001-487X.2023.04.003, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1661788800000, receivedDateStr=2022-08-30, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1773891888030, onlineDateStr=2026-03-19, pubDate=1701360000000, pubDateStr=2023-12-01, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1773891888030, onlineIssueDateStr=2026-03-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1773891888030, creator=13701087609, updateTime=1773891888030, updator=13701087609, issue=Issue{id=1241355799189058005, tenantId=1146029695717560320, journalId=1240670690148397066, year='2023', volume='40', issue='4', pageStart='1', pageEnd='229', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1773891885801, creator=13701087609, updateTime=1773898068569, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1241381731652129441, tenantId=1146029695717560320, journalId=1240670690148397066, issueId=1241355799189058005, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1241381731652129442, tenantId=1146029695717560320, journalId=1240670690148397066, issueId=1241355799189058005, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=20, endPage=26, ext={EN=ArticleExt(id=1241355808919843515, articleId=1241355808538161827, tenantId=1146029695717560320, journalId=1240670690148397066, language=EN, title=Influence of Detonator Layout on Frequency Spectrum of Blasting Vibration with Electronic Initiation, columnId=1240702071733801442, journalTitle=Blasting, columnName=THEORETICAL AND TECHNOLOGICAL EXPLORATION, runingTitle=null, highlight=null, articleAbstract=
Blasting is widely used in tunnel engineering as a large scale and high efficiency method of rock breakage, but it inevitably brings some bad effects to the adjacent structures and surrounding rocks, among which blasting vibration is the first. Electronic detonator initiation can realize the active control of blasting vibration intensity and spectrum due to its accurate delay, high reliability and safety, which is an effective means to reduce the seismic effect of blasting. In order to explore the influence of the location and number of electronic detonators on the frequency spectrum of blasting vibration, field tests and numerical calculations were combined. The main frequency characteristics of blasting vibration are summarized for five different initiation locations, including the bottom of the charge, the top of the charge, the middle of the charge, simultaneous initiation at the top and bottom of the charge, and simultaneous initiation at two points evenly distributed in the charge section. Based on the spectrum expression of blasting vibration in viscoelastic medium, the characteristics of blasting loads under different working conditions were analyzed from the perspective of superposition of blasting sources, which was used to reveal the influence of detonator arrangement on blasting vibration frequency spectrum. The results show that the initiation conditions are ranked as simultaneous initiation of two uniformly distributed points, middle initiation, simultaneous initiation at the top and bottom, top initiation and bottom initiation, in the order of vibration frequency from largest to smallest. Multiple detonators actually divide the whole charge into several segments, which is equivalent to superposition of multiple sub-explosive sources. Changing the location or number of detonators is essentially to detonate the entire charge in segments at the same time. The more segments, the length of sub-explosive source charge and the detonation process are shorter, which means the energy release rate of explosives and the blasting vibration frequency are higher, and the rise of explosion load is faster. In addition, with the increase of distance to blast source, the influence of detonator position on blasting vibration frequency converges.
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爆破作为大规模、高效益的破岩方法,在隧道工程中广泛应用,但不可避免地给邻近建构筑物和围岩带来一些不良影响,其中以爆破振动为首。电子雷管起爆延时精确、安全可靠,可以实现对爆破振动强度与频谱的主动控制,是降低爆破地震效应的有效手段。为探究电子起爆条件下雷管位置和数量对爆破振动频谱的影响,通过现场试验和数值计算相结合的方法,归纳总结了起爆点分别位于靠近装药段底部、装药段顶部、装药段中部、装药段顶部底部同时起爆、装药段均匀分布两起爆点同时起爆五种不同起爆条件的爆破振动主频特征;基于黏弹性介质爆破振动频谱表达式,从爆源叠加的角度通过分析不同工况中的爆炸荷载特征,研究了不同起爆点工况下爆破振动的频谱特性,从机理上揭示了雷管布置对爆破振动频率的影响机制与规律。结果表明:装药段均匀分布两起爆点同时起爆条件下爆破振动频率最高,中点起爆和顶部底部同时起爆次之,顶部、底部单点起爆最低。改变雷管位置或数量实质上是将整个装药段分段同时引爆,等效为多个子爆源叠加,分段越多,子爆源装药长度越短,爆轰过程缩短,炸药在孔内的能量释放率提高,爆炸荷载上升速率越快,爆破振动频率越高。随着爆心距的增大,雷管位置对爆破振动频率的影响收敛。研究结论对基于爆破振动频率控制的起爆方案优选具有指导意义,在隧道开挖等地下工程具有广泛的应用前景。
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周俊汝(1990-),女,博士、副教授、硕士生导师,主要从事工程爆破方面的科研工作,(E-mail)zhjr@whu.edu.cn
ZHOU Jun-ru (1990-), female, Ph. D, Associate professor, master's supervisor, mainly engaged in research and practice of engineering blasting and rock mechanics, (E-mail) zhjr@whu.edu.cn.
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周俊汝(1990-),女,博士、副教授、硕士生导师,主要从事工程爆破方面的科研工作,(E-mail)zhjr@whu.edu.cn
ZHOU Jun-ru (1990-), female, Ph. D, Associate professor, master's supervisor, mainly engaged in research and practice of engineering blasting and rock mechanics, (E-mail) zhjr@whu.edu.cn.
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周俊汝(1990-),女,博士、副教授、硕士生导师,主要从事工程爆破方面的科研工作,(E-mail)zhjr@whu.edu.cn
ZHOU Jun-ru (1990-), female, Ph. D, Associate professor, master's supervisor, mainly engaged in research and practice of engineering blasting and rock mechanics, (E-mail) zhjr@whu.edu.cn.
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Exploration tunnel of blasting test, figureFileSmall=k7q1IBMsdtzvsaOzE/VnvQ==, figureFileBig=QyKCbWZwAQaZsB2ZLOllbw==, tableContent=null), ArticleFig(id=1241355818310889724, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图1, caption=
爆破试验探洞, figureFileSmall=k7q1IBMsdtzvsaOzE/VnvQ==, figureFileBig=QyKCbWZwAQaZsB2ZLOllbw==, tableContent=null), ArticleFig(id=1241355818583519505, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 2, caption=
The schematic diagram of the free face of each hole in the process of hole-by-hole initiation, figureFileSmall=SxmKNToXulESpb6dkulsRw==, figureFileBig=hVMam0hcVtPNgFLVMCt6Kg==, tableContent=null), ArticleFig(id=1241355818663211290, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图2, caption=
逐孔起爆过程中各孔的临空面示意图Ⅰ-1:一个自由面1;Ⅰ-2:两个自由面;Ⅰ-3:两个自由面;Ⅱ-1:两个自由面;Ⅱ-2:三个自由面;II-3:四个自由面
, figureFileSmall=SxmKNToXulESpb6dkulsRw==, figureFileBig=hVMam0hcVtPNgFLVMCt6Kg==, tableContent=null), ArticleFig(id=1241355818776457503, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 3, caption=
Schematic diagram of blasting test design (unit: m), figureFileSmall=QKIQypIkeWU/UhS+chgFLw==, figureFileBig=Jo3Mn8QVB2e6hh+DcEtTOg==, tableContent=null), ArticleFig(id=1241355820332544293, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图3, caption=
爆破试验设计示意图(单位:m), figureFileSmall=QKIQypIkeWU/UhS+chgFLw==, figureFileBig=Jo3Mn8QVB2e6hh+DcEtTOg==, tableContent=null), ArticleFig(id=1241355820508705067, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 4, caption=
The eigenfrequency of blasting vibration of Ⅰ-3 and Ⅱ-1, figureFileSmall=w5z71jaaGoHnNkRxeSMtLQ==, figureFileBig=vaYRD4nWIqvXl69WZJPbcA==, tableContent=null), ArticleFig(id=1241355820596785457, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图4, caption=
Ⅰ-3和Ⅱ-1号两孔爆破振动特征频率, figureFileSmall=w5z71jaaGoHnNkRxeSMtLQ==, figureFileBig=vaYRD4nWIqvXl69WZJPbcA==, tableContent=null), ArticleFig(id=1241355820676477239, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 5, caption=
Finite element numerical model, figureFileSmall=zmRyAAxsJiHVi92qeGzp1w==, figureFileBig=n7FR2QXderNNxEWGFUhAXg==, tableContent=null), ArticleFig(id=1241355820772946239, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图5, caption=
有限元数值模型, figureFileSmall=zmRyAAxsJiHVi92qeGzp1w==, figureFileBig=n7FR2QXderNNxEWGFUhAXg==, tableContent=null), ArticleFig(id=1241355820869415234, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 6, caption=
Schematic diagram of five detonation methods, figureFileSmall=vOcU/u8LWmGbgleDEaVnZA==, figureFileBig=3iTasvXpnU3THvBv8zLXkQ==, tableContent=null), ArticleFig(id=1241355820944912712, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图6, caption=
五种雷管布置方案示意图炮孔A-孔底起爆,炮孔B-孔口起爆,炮孔C-中点起爆,炮孔D-孔底孔口起爆,炮孔E-两点起爆
, figureFileSmall=vOcU/u8LWmGbgleDEaVnZA==, figureFileBig=3iTasvXpnU3THvBv8zLXkQ==, tableContent=null), ArticleFig(id=1241355821104296269, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 7, caption=
Attenuation of blasting vibration main frequency fd and centroid frequency fc under five detonation modes, figureFileSmall=aUICvnZWJ1Bible9Bn+BLQ==, figureFileBig=KlXO4LkVm48FG/VgxqPh1g==, tableContent=null), ArticleFig(id=1241355821204959569, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图7, caption=
五种雷管布置工况下爆破振动主频fd及质心频率fc的衰减, figureFileSmall=aUICvnZWJ1Bible9Bn+BLQ==, figureFileBig=KlXO4LkVm48FG/VgxqPh1g==, tableContent=null), ArticleFig(id=1241355821280457049, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 8, caption=
Load monitoring points on the wall of the blast hole (unit: m), figureFileSmall=qvLczAMEJJ32JH281xSz5w==, figureFileBig=rz+BAGBQ9o4+L416EPj9eg==, tableContent=null), ArticleFig(id=1241355821368537436, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图8, caption=
炮孔壁荷载监测点(单位:m), figureFileSmall=qvLczAMEJJ32JH281xSz5w==, figureFileBig=rz+BAGBQ9o4+L416EPj9eg==, tableContent=null), ArticleFig(id=1241355821452423523, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Fig. 9, caption=
Pressure rise process of each measuring point under different detonation modes, figureFileSmall=jHioGTXijrbFIxReE1eXkQ==, figureFileBig=OWb6y4Recaj9kJCaFjYdsw==, tableContent=null), ArticleFig(id=1241355821565669737, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=图9, caption=
不同雷管布置工况下各测点的压力上升过程, figureFileSmall=jHioGTXijrbFIxReE1eXkQ==, figureFileBig=OWb6y4Recaj9kJCaFjYdsw==, tableContent=null), ArticleFig(id=1241355821729247603, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Table 1, caption=
Calculation parameters of explosives
, figureFileSmall=null, figureFileBig=null, tableContent=
| 密度/(kg·m-3) | 爆速/(m·s-1) | A/GPa | B/GPa | R1 | R2 | ω |
|---|
| 1050 | 3850 | 209.7 | 3.5 | 5.8 | 1.29 | 0.35 |
), ArticleFig(id=1241355821846688121, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=表1, caption=
炸药计算参数
, figureFileSmall=null, figureFileBig=null, tableContent=
| 密度/(kg·m-3) | 爆速/(m·s-1) | A/GPa | B/GPa | R1 | R2 | ω |
|---|
| 1050 | 3850 | 209.7 | 3.5 | 5.8 | 1.29 | 0.35 |
), ArticleFig(id=1241355821964128641, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Table 2, caption=
Calculation parameters of rock mass
, figureFileSmall=null, figureFileBig=null, tableContent=
| 密度/(k g·m-3) | 杨氏模量/GPa | 泊松比ν | 屈服强度/MPa | 切线模量/GPa |
|---|
| 2750 | 60.5 | 0.22 | 70 | 36.2 |
), ArticleFig(id=1241355822060597640, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=表2, caption=
岩体计算参数
, figureFileSmall=null, figureFileBig=null, tableContent=
| 密度/(k g·m-3) | 杨氏模量/GPa | 泊松比ν | 屈服强度/MPa | 切线模量/GPa |
|---|
| 2750 | 60.5 | 0.22 | 70 | 36.2 |
), ArticleFig(id=1241355822182232463, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=EN, label=Table 3, caption=
Global increment GFIN of blasting vibration frequency under different detonation modes
, figureFileSmall=null, figureFileBig=null, tableContent=
| 雷管布置 | 孔口 | 中点 | 孔口孔底 | 两点 |
|---|
| GFIN/% | -0.94 | 28.90 | 31.10 | 40.20 |
), ArticleFig(id=1241355822287090072, tenantId=1146029695717560320, journalId=1240670690148397066, articleId=1241355808538161827, language=CN, label=表3, caption=
不同雷管布置工况下爆破振动频率全局增量GFIN
, figureFileSmall=null, figureFileBig=null, tableContent=
| 雷管布置 | 孔口 | 中点 | 孔口孔底 | 两点 |
|---|
| GFIN/% | -0.94 | 28.90 | 31.10 | 40.20 |
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