{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,9,2]],"date-time":"2026-09-02T14:14:47Z","timestamp":1788358487940,"version":"build-2803163510"},"reference-count":39,"publisher":"American Chemical Society (ACS)","issue":"28","license":[{"start":{"date-parts":[[2020,7,8]],"date-time":"2020-07-08T00:00:00Z","timestamp":1594166400000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/pubs.acs.org\/page\/policy\/authorchoice_termsofuse.html"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["10672091"],"award-info":[{"award-number":["10672091"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2020,7,21]]},"abstract":"<jats:title>Abstract<\/jats:title>\n                  <jats:p>There are usually many buildings near the subway. In tunnel construction, the vibration caused by explosion affects the structure of buildings. The vibration and energy absorption characteristics of damping holes caused by tunnel blasting are investigated under explosion dynamic loading, experimentally and numerically. This paper, taking Yan\u2019an Third Road Station as a case, verified the effectiveness of the damping hole on the vibration reduction of the ground building based on the simulation and experiment. Furthermore, the article examines the effect of distance between the damping hole and charging holes, diameters of the damping hole, and material of the medium on the damping performance. The results show that an increase in diameter improves the energy and vibration absorption performances of the damping hole better than a decrease in distance. In addition, damping performance in gas and liquid medium is better than that in solid medium. The optimum scheme for vibration and energy absorption under extreme conditions of tunnel blasting is to arrange an 80 mm damping hole above the charging holes, and the distance between the damping hole and the center axle wire of the two charging holes is 0.2 m. By using this scheme, the vibration and energy absorption characteristics of damping holes are better than that of other scheme: the damping efficiency is the highest, which is 10.83%, and the pressure-relief efficiency is 10.48%. Furthermore, the medium materials of the damping hole are preferably air or water. Finally, the tunnel excavation contour line is smooth by applying this method. It is concluded that if the damping system is developed with proper design guidelines, then it may reduce the transmission of energy and vibration with effective protection of ground buildings.<\/jats:p>","DOI":"10.1021\/acsomega.0c01989","type":"journal-article","created":{"date-parts":[[2020,7,8]],"date-time":"2020-07-08T05:39:55Z","timestamp":1594186795000},"page":"17486-17499","source":"Crossref","is-referenced-by-count":4,"title":["Energy and Vibration Absorption Characteristics of\nDamping Holes under Explosion Dynamic Loading"],"prefix":"10.1021","volume":"5","author":[{"given":"Ziyuan","family":"Li","sequence":"first","affiliation":[{"name":"Beijing Institute of Technology , , ,","place":["Beijing, China, 100081"]}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7138-9063","authenticated-orcid":true,"given":"Liqiong","family":"Wang","sequence":"additional","affiliation":[{"name":"Beijing Institute of Technology , , ,","place":["Beijing, China, 100081"]}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jie","family":"Liang","sequence":"additional","affiliation":[{"name":"Beijing Institute of Technology , , ,","place":["Beijing, China, 100081"]}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jinju","family":"Zhang","sequence":"additional","affiliation":[{"name":"People\u2019s Public Security University of China , ,","place":["Beijing, China, 100038"]}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Qi","family":"Zhang","sequence":"additional","affiliation":[{"name":"Beijing Institute of Technology , , ,","place":["Beijing, China, 100081"]}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"316","published-online":{"date-parts":[[2020,7,8]]},"reference":[{"key":"2026090209334905900_cit1","doi-asserted-by":"publisher","first-page":"106874","DOI":"10.1016\/j.measurement.2019.106874","article-title":"Prediction\nof blast induced ground\nvibration (BIGV) of quarry mining using hybrid genetic algorithm optimized\nartificial neural network","volume":"147","author":"Azimi","year":"2019","journal-title":"Measurement"},{"key":"2026090209334905900_cit2","doi-asserted-by":"publisher","first-page":"19","DOI":"10.1016\/j.jclepro.2018.05.260","article-title":"Sand-layer collapse\ntreatment: An engineering example from Qingdao Metro subway tunnel","volume":"197","author":"Wu","year":"2018","journal-title":"J. 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Earthquake Eng"},{"key":"2026090209334905900_cit6","doi-asserted-by":"publisher","first-page":"339","DOI":"10.1016\/j.compstruc.2004.08.014","article-title":"A full coupled numerical analysis\napproach for buried structures subjected to subsurface blast","volume":"83","author":"Wang","year":"2005","journal-title":"Comput. Struct."},{"key":"2026090209334905900_cit7","doi-asserted-by":"publisher","first-page":"275","DOI":"10.1016\/j.soildyn.2005.02.007","article-title":"A comparative\nstudy of buried structure\nin soil subjected to blast load using 2D and 3D numerical simulations","volume":"25","author":"Lu","year":"2005","journal-title":"Soil Dyn. Earthq. Eng."},{"key":"2026090209334905900_cit8","doi-asserted-by":"publisher","first-page":"609","DOI":"10.1016\/j.jhazmat.2010.05.056","article-title":"A numerical study of\nthe evolution of the blast wave shape in tunnels","volume":"181","author":"Benselama","year":"2010","journal-title":"J. Hazard. Mater."},{"key":"2026090209334905900_cit9","first-page":"262","article-title":"Study into\ninfluence of blasting dynamic load on slope stability based on numerical\nsimulation","volume":"5","author":"Ren","year":"2013","journal-title":"J. Nat. Disaster"},{"key":"2026090209334905900_cit10","doi-asserted-by":"publisher","first-page":"703980","DOI":"10.1155\/2015\/703980","article-title":"Blasting vibration\nmonitoring of undercrossing railway tunnel using wireless sensor network","volume":"11","author":"Lai","year":"2015","journal-title":"Int. J.. Distrib.. Sensor. Networks"},{"key":"2026090209334905900_cit11","first-page":"412","article-title":"Study of\nblasting vibration influence on close-spaced tunnel","volume":"25","author":"Wang","year":"2004","journal-title":"Rock Soil Mech."},{"key":"2026090209334905900_cit12","doi-asserted-by":"publisher","first-page":"20","DOI":"10.1016\/j.conbuildmat.2019.05.070","article-title":"Experimental study\non the blasting-vibration safety standard for young concrete based\non the damage accumulation effect","volume":"217","author":"Chu","year":"2019","journal-title":"Constr. Build.\nMater."},{"key":"2026090209334905900_cit13","doi-asserted-by":"publisher","first-page":"103013","DOI":"10.1016\/j.tust.2019.103013","article-title":"Model test\nstudy on vibration blasting\nof large cross-section tunnel with small clearance in horizontal stratified\nsurrounding rock","volume":"92","author":"Song","year":"2019","journal-title":"Tunnelling Underground Space\nTechnol"},{"key":"2026090209334905900_cit14","doi-asserted-by":"publisher","first-page":"59","DOI":"10.1016\/j.tust.2014.04.005","article-title":"Evaluation of influence\nof vibrations generated by blasting construction on an existing tunnel\nin soft soils","volume":"43","author":"Yu","year":"2014","journal-title":"Tunnelling Underground Space\nTechnol."},{"key":"2026090209334905900_cit15","doi-asserted-by":"publisher","first-page":"51","DOI":"10.1016\/j.tust.2010.05.004","article-title":"Effect\nof blast-induced vibration\non existing tunnels in soft rocks","volume":"26","author":"Shin","year":"2011","journal-title":"Tunnelling\nUnderground Space Technol."},{"key":"2026090209334905900_cit16","doi-asserted-by":"publisher","first-page":"123","DOI":"10.1016\/j.tust.2014.04.008","article-title":"Safety distance\nfor secondary shotcrete subjected to blasting vibration in Jinping-II\ndeep-buried tunnels","volume":"43","author":"Yang","year":"2014","journal-title":"Tunnelling Underground\nSpace Technol."},{"key":"2026090209334905900_cit17","doi-asserted-by":"publisher","first-page":"82","DOI":"10.1016\/j.enggeo.2008.03.006","article-title":"Environmental\nimpacts of ground vibration induced by blasting at different rock\nunits on the Kadikoy\u2013Kartal metro tunnel","volume":"100","author":"Ozer","year":"2008","journal-title":"Eng. Geol."},{"key":"2026090209334905900_cit18","doi-asserted-by":"publisher","first-page":"2366","DOI":"10.4028\/www.scientific.net\/AMR.250-253.2366","article-title":"Study on Blasting\nVibration Effects of Shallow Tunnel Excavation","volume":"250-253","author":"Gao","year":"2011","journal-title":"Advanced Materials Research"},{"key":"2026090209334905900_cit19","doi-asserted-by":"publisher","first-page":"279","DOI":"10.3313\/jls.48.279","article-title":"Control of\nblasting vibration due to tunnel excavation for rock slope stability","volume":"48","author":"Amari","year":"2011","journal-title":"J. Jpn Landslide Soc."},{"key":"2026090209334905900_cit20","doi-asserted-by":"publisher","first-page":"052010","DOI":"10.1088\/1755-1315\/44\/5\/052010","article-title":"Effect of\nTunnel Blasting Operation on the Surface Penstock Pipe","volume":"44","author":"Yilmaz","year":"2016","journal-title":"IOP Conf. Ser.: Earth Environ. Sci."},{"key":"2026090209334905900_cit21","doi-asserted-by":"publisher","first-page":"590","DOI":"10.1016\/j.tust.2018.08.022","article-title":"Effect of excavation blasting vibration\non adjacent buried gas pipeline in a metro tunnel","volume":"81","author":"Jiang","year":"2018","journal-title":"Tunnelling Underground Space Technol."},{"key":"2026090209334905900_cit22","doi-asserted-by":"publisher","first-page":"626","DOI":"10.1016\/j.engfailanal.2019.06.047","article-title":"Safety assessment of\nupper water pipeline under the blasting vibration induced by Subway\ntunnel excavation","volume":"104","author":"Xia","year":"2019","journal-title":"Eng. Fail. Anal."},{"key":"2026090209334905900_cit23","doi-asserted-by":"publisher","first-page":"52","DOI":"10.1016\/j.tust.2012.04.016","article-title":"Blasting vibration\nsafety criterion for a tunnel liner structure","volume":"32","author":"Jiang","year":"2012","journal-title":"Tunnelling Underground Space Technol."},{"key":"2026090209334905900_cit24","first-page":"51","article-title":"Study on the excavation and vibration reduction blasting\ntechnology of small and clear distance tunnel under shallow buried\nbad geological condition","volume":"1","author":"Zhang Junbing","year":"2011","journal-title":"J. Railw. Eng."},{"key":"2026090209334905900_cit25","first-page":"1995","article-title":"Close spaced tunnels through the hillside building\nby blasting vibration test and research","volume":"7","author":"Guan Xiaoming","year":"2014","journal-title":"Rock\nsoil mech."},{"key":"2026090209334905900_cit26","doi-asserted-by":"publisher","first-page":"1165","DOI":"10.1007\/s12205-014-0393-6","article-title":"Precutting\nof tunnel perimeter for\nreducing blasting-induced vibration and damaged zone \u2500 numerical\nanalysis","volume":"18","author":"Song","year":"2014","journal-title":"Ksce J. Civ. Eng."},{"key":"2026090209334905900_cit27","doi-asserted-by":"publisher","first-page":"105813","DOI":"10.1016\/j.soildyn.2019.105813","article-title":"Study on the propagation\nlaw of tunnel\nblasting vibration in stratum and blasting vibration reduction technology","volume":"126","author":"Tian","year":"2019","journal-title":"Soil Dyn. Earthq. Eng."},{"key":"2026090209334905900_cit28","doi-asserted-by":"publisher","first-page":"144","DOI":"10.1016\/j.tust.2016.11.011","article-title":"Wire saw cutting model\ndevelopment and performance\ninvestigation for vibration reduced tunnel excavation","volume":"63","author":"Lee","year":"2017","journal-title":"Tunnelling Underground Space Technol."},{"key":"2026090209334905900_cit29","doi-asserted-by":"publisher","first-page":"752","DOI":"10.1016\/j.ijrmms.2010.04.011","article-title":"Reduction of blast-induced vibration\nin the direction of tunneling\nusing an air-deck at the bottom of a blasthole","volume":"47","author":"Park","year":"2010","journal-title":"Int. J. Rock Mech. Min."},{"key":"2026090209334905900_cit30","doi-asserted-by":"publisher","first-page":"53","DOI":"10.1016\/j.tust.2008.02.001","article-title":"The problem of human\nresponse to blast induced vibrations in tunnel\nconstruction and mitigation of vibration effects using cautious blasting\nin half-face blasting rounds","volume":"24","author":"Kuzu","year":"2009","journal-title":"Tunnelling Underground\nSpace Technol."},{"key":"2026090209334905900_cit31","doi-asserted-by":"publisher","first-page":"514","DOI":"10.1016\/j.jclepro.2018.03.210","article-title":"Assessing and controlling of bench blasting-induced\nvibrations to minimize impacts to a neighboring community","volume":"187","author":"Navarro Torres","year":"2018","journal-title":"J. Cleaner Prod."},{"key":"2026090209334905900_cit32","unstructured":"Dong, L.; Gao, W.; Hou, B.\n          Study on blasting excavation and control\ntechnology of shallow buried tunnel. 2013, 9, 1730\u20131733."},{"key":"2026090209334905900_cit33","first-page":"15","article-title":"shallow buried tunnel through the dense housing demolition\nshock absorption technology","volume":"8","author":"Huang Mingli","year":"2012","journal-title":"J. Underground\nSpace Eng."},{"key":"2026090209334905900_cit34","first-page":"11","volume-title":"Engineering blasting","author":"Hai-liang","year":"2010"},{"key":"2026090209334905900_cit35","first-page":"16","article-title":"Influence\nof Number of Free Surface on Time- frequency Characteristics of Blasting\nSeismic Wave","volume":"30","author":"Chi","year":"2013","journal-title":"Blasting"},{"key":"2026090209334905900_cit36","first-page":"1","article-title":"Relationship between Casting Distance\nand Burden in Directional Blasting","volume":"21","author":"Yintong","year":"2004","journal-title":"Blasting"},{"key":"2026090209334905900_cit37","first-page":"1","volume-title":"Keyword User\u2019s Manual","author":"LS-DYNA.","year":"2002"},{"key":"2026090209334905900_cit38","unstructured":"Kulak, R. F.; Bojanowski, C.\n          Modeling of cone\npenetration test using SPH and MM- ALE approaches.\nIn  8th European LS-DYNA Users Conference, 2011."},{"key":"2026090209334905900_cit39","first-page":"61","article-title":"Discussion on the Face Shape Influence on Tunnel Blasting","volume":"35","author":"Wang Ji-rong","year":"2004","journal-title":"Water Resour. Hydropower Eng."}],"container-title":["ACS Omega"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/pubs.acs.org\/doi\/pdf\/10.1021\/acsomega.0c01989","content-type":"application\/pdf","content-version":"vor","intended-application":"unspecified"},{"URL":"https:\/\/pubs.acs.org\/acsodf\/article-pdf\/5\/28\/17486\/67769738\/acsomega.0c01989.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"syndication"},{"URL":"https:\/\/pubs.acs.org\/acsodf\/article-pdf\/5\/28\/17486\/67769738\/acsomega.0c01989.pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,9,2]],"date-time":"2026-09-02T13:33:55Z","timestamp":1788356035000},"score":1,"resource":{"primary":{"URL":"https:\/\/pubs.acs.org\/acsodf\/article\/5\/28\/17486\/583877\/Energy-and-Vibration-Absorption-Characteristics-of"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2020,7,8]]},"references-count":39,"journal-issue":{"issue":"28","published-online":{"date-parts":[[2020,7,8]]},"published-print":{"date-parts":[[2020,7,21]]}},"URL":"https:\/\/doi.org\/10.1021\/acsomega.0c01989","relation":{},"ISSN":["2470-1343"],"issn-type":[{"value":"2470-1343","type":"electronic"}],"subject":[],"published":{"date-parts":[[2020,7,8]]}}}