{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,7,20]],"date-time":"2026-07-20T23:39:32Z","timestamp":1784590772683,"version":"3.55.0"},"reference-count":33,"publisher":"MDPI AG","issue":"21","license":[{"start":{"date-parts":[[2021,10,31]],"date-time":"2021-10-31T00:00:00Z","timestamp":1635638400000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["Grant No. 41807265, No. 41972286 and No.42072309"],"award-info":[{"award-number":["Grant No. 41807265, No. 41972286 and No.42072309"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"name":"Hubei Key Laboratory of Blasting Engineering Foundation","award":["Grant No. HKLBEF202001 and No. HKLBEF202002"],"award-info":[{"award-number":["Grant No. HKLBEF202001 and No. HKLBEF202002"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Sensors"],"abstract":"<jats:p>A key aspect of urban blasting engineering is evaluating the safety of the blasting dynamic load on the adjacent high-density polyethylene water supply pipeline and controlling the negative impact of the blasting vibration load on the pipeline. According to the special characteristics of the soil layer in Shenzhen coastal city, a field blasting test of a full-scale pre-buried HDPE pipeline was carried out, and the distribution characteristics of the blasting vibration velocity and dynamic strain were analyzed. The finite element model was established by LSDYNA, and the reliability of the calculation model and parameters was verified by comparing with the field test data. At the same time, the dynamic response characteristics of pipelines with different buried depths, operating water conveyance pressures, and diameters under blasting vibration loads were studied. Combined with the circumferential allowable stress control criterion of the pipeline, the safety control standard of the blasting vibration velocity of the HDPE water supply pipeline under different working conditions was proposed. The results show that the circumferential compressive strain of the HDPE pipe is the most affected by blasting vibration, and the pipe with the shortest blasting center distance has the largest response. The vibration velocity and equivalent stress of the pipeline increase with the increase of buried depth, internal pressure, and diameter. The vibration velocity and equivalent stress of the explosion side at the same section of the pipeline are greater than those of the back explosion side. Based on the dimensionless analysis, the vibration velocity prediction model of the buried depth, operating pressure, and diameter of the pipeline is proposed. The safety control velocity of the pipeline is 25 cm\/s, and the vibration velocity of the upper surface is 22.5 cm\/s according to the Mises yield strength criterion.<\/jats:p>","DOI":"10.3390\/s21217252","type":"journal-article","created":{"date-parts":[[2021,11,1]],"date-time":"2021-11-01T22:24:22Z","timestamp":1635805462000},"page":"7252","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":12,"title":["Determination of Blasting Vibration Safety Criterion for HDPE Pipeline Using Vibration and Strain Data in a Coastal Metro Line"],"prefix":"10.3390","volume":"21","author":[{"given":"Nan","family":"Jiang","sequence":"first","affiliation":[{"name":"Faculty of Engineering, China University of Geosciences, Wuhan 430074, China"},{"name":"Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Yuqi","family":"Zhang","sequence":"additional","affiliation":[{"name":"Faculty of Engineering, China University of Geosciences, Wuhan 430074, China"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Tingyao","family":"Wu","sequence":"additional","affiliation":[{"name":"Faculty of Engineering, China University of Geosciences, Wuhan 430074, China"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Yingkang","family":"Yao","sequence":"additional","affiliation":[{"name":"Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Xuedong","family":"Luo","sequence":"additional","affiliation":[{"name":"Faculty of Engineering, China University of Geosciences, Wuhan 430074, China"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"1968","published-online":{"date-parts":[[2021,10,31]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"3459","DOI":"10.1177\/0021998315618768","article-title":"Blast response of composite pipeline structure using finite element techniques","volume":"50","author":"Giannaros","year":"2016","journal-title":"J. Compos. Mater."},{"key":"ref_2","doi-asserted-by":"crossref","first-page":"80","DOI":"10.1080\/15732479.2012.699532","article-title":"Blast-induced dynamic response on the interface of a multilayered pipeline","volume":"10","author":"Won","year":"2014","journal-title":"Struct. Infrastruct. Eng."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"1501","DOI":"10.1061\/(ASCE)1090-0241(2008)134:10(1501)","article-title":"Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones","volume":"134","author":"Ha","year":"2008","journal-title":"J. Geotech. Geoenviron. Eng."},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"415","DOI":"10.1016\/j.soildyn.2008.04.006","article-title":"Factors influencing the behavior of buried pipelines subjected to earthquake faulting","volume":"29","author":"Abdoun","year":"2009","journal-title":"Soil Dyn. Earthq. Eng."},{"key":"ref_5","first-page":"3332","article-title":"Model test study on the influence of subway tunnel drilling and blasting construction on adjacent buried pipelines","volume":"37","author":"Wang","year":"2018","journal-title":"Chin. J. Rock Mech. Eng."},{"key":"ref_6","first-page":"2582","article-title":"Field experiment on blasting vibration effect of underpass gas pipeline","volume":"38","author":"Zhu","year":"2019","journal-title":"Chin. J. Rock Mech. Eng."},{"key":"ref_7","first-page":"73","article-title":"Experiment study on dynamic response of spigot concrete pipe buried in silty clay layer subjected to blasting seismic wave","volume":"40","author":"Xia","year":"2020","journal-title":"Explos. Shock Waves"},{"key":"ref_8","first-page":"1","article-title":"Experimental study on buried PE pipeline under blasting loads","volume":"35","author":"Zhong","year":"2018","journal-title":"Blasting"},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"36","DOI":"10.1016\/j.psep.2017.11.017","article-title":"Buckling failure of a buried pipeline subjected to ground explosions","volume":"114","author":"Zhang","year":"2018","journal-title":"Process. Saf. Environ. Prot."},{"key":"ref_10","doi-asserted-by":"crossref","first-page":"2798","DOI":"10.1007\/s12205-017-0889-y","article-title":"Numerical simulation of dynamic response of water in buried pipeline under explosion","volume":"21","author":"Parviz","year":"2017","journal-title":"KSCE J. Civ. Eng."},{"key":"ref_11","first-page":"253","article-title":"Blasting and construction vibrations near existing pipelines: What are the appropriate levels?","volume":"8","author":"Francini","year":"2009","journal-title":"J. Pipeline Eng."},{"key":"ref_12","doi-asserted-by":"crossref","first-page":"590","DOI":"10.1016\/j.tust.2018.08.022","article-title":"Effect of excavation blasting vibration on adjacent buried gas pipeline in a metro tunnel","volume":"81","author":"Jiang","year":"2018","journal-title":"Tunn. Undergr. Space Technol."},{"key":"ref_13","doi-asserted-by":"crossref","first-page":"626","DOI":"10.1016\/j.engfailanal.2019.06.047","article-title":"Safety assessment of upper water pipeline under the blasting vibration induced by Subway tunnel excavation","volume":"104","author":"Xia","year":"2019","journal-title":"Eng. Fail. Anal."},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"104171","DOI":"10.1016\/j.engfailanal.2019.104171","article-title":"Stress and strain analysis of buried PE pipelines subjected to mechanical excavation","volume":"106","author":"Wu","year":"2019","journal-title":"Eng. Fail. Anal."},{"key":"ref_15","first-page":"79","article-title":"Dynamic response characteristics of adjacent buried concrete pipelines under blasting vibration","volume":"46","author":"Zhang","year":"2017","journal-title":"J. Harbin Inst. Technol."},{"key":"ref_16","doi-asserted-by":"crossref","first-page":"875","DOI":"10.1007\/s11340-020-00615-3","article-title":"Reflected Near-field Blast Pressure Measurements Using High Speed Video","volume":"60","author":"Rigby","year":"2020","journal-title":"Exp. Mech."},{"key":"ref_17","doi-asserted-by":"crossref","first-page":"167","DOI":"10.1016\/j.compstruct.2014.10.002","article-title":"Full-scale field test for buried glass-fiber reinforced plastic pipe with large diameter","volume":"120","author":"Lee","year":"2015","journal-title":"Compos. Struct."},{"key":"ref_18","doi-asserted-by":"crossref","first-page":"116","DOI":"10.1134\/S0010508220010141","article-title":"Comparison of Blast Pressure Mitigation in Rubber Foam in a Blast Wave Generator and Field Test Setups","volume":"56","author":"Sandhu","year":"2020","journal-title":"Combust. Explos. Shock Waves"},{"key":"ref_19","doi-asserted-by":"crossref","first-page":"1671","DOI":"10.1016\/j.istruc.2020.12.050","article-title":"Construction stage analysis of a precast concrete buried arch bridge with steel outriggers from full-scale field test","volume":"29","author":"Jeon","year":"2021","journal-title":"Structures"},{"key":"ref_20","doi-asserted-by":"crossref","first-page":"122207","DOI":"10.1016\/j.conbuildmat.2020.122207","article-title":"Evaluation on mechanical behavior of asphalt concrete trackbed with slab panel using full-scale static and dynamic load test","volume":"276","author":"Lee","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_21","doi-asserted-by":"crossref","first-page":"973","DOI":"10.1007\/s10706-015-9879-3","article-title":"Effect of Excavation Blasting in an Under-Cross Tunnel on Airport Runway","volume":"33","author":"Lu","year":"2015","journal-title":"Geotech. Geol. Eng."},{"key":"ref_22","doi-asserted-by":"crossref","first-page":"103448","DOI":"10.1016\/j.tust.2020.103448","article-title":"Safety assessment of buried pressurized gas pipelines subject to blasting vibrations induced by metro foundation pit excavation","volume":"102","author":"Jiang","year":"2020","journal-title":"Tunn. Undergr. Space Technol."},{"key":"ref_23","doi-asserted-by":"crossref","first-page":"1828","DOI":"10.1177\/1077546315601594","article-title":"Development of a model to predict vibrations induced by transient release of in-situ stress","volume":"23","author":"Lu","year":"2017","journal-title":"J. Vib. Control"},{"key":"ref_24","doi-asserted-by":"crossref","first-page":"292","DOI":"10.1016\/j.tust.2017.08.026","article-title":"A case study on the cavity effect of a water tunnel on the ground vibrations induced by excavating blasts","volume":"71","author":"Xia","year":"2018","journal-title":"Tunn. Undergr. Space Technol."},{"key":"ref_25","doi-asserted-by":"crossref","first-page":"105709","DOI":"10.1016\/j.engfailanal.2021.105709","article-title":"Blasting vibration effect on the buried pipeline: A brief overview","volume":"129","author":"Jiang","year":"2021","journal-title":"Eng. Fail. Anal."},{"key":"ref_26","first-page":"51","article-title":"Dynamic responses of PE pipes directly buried in high saturated clay to blast wave","volume":"39","author":"Zhong","year":"2019","journal-title":"Combust. Explos. Shock Waves"},{"key":"ref_27","unstructured":"DBJ52T 039-2017 (2017). Technical Specification for Outdoor Buried Polyethylene (PE) Water Supply Pipeline Engineering, Architecture & Building Press."},{"key":"ref_28","first-page":"2119","article-title":"Characteristics of surface vibration propagation in tunnels of ultra-shallow buried subway stations","volume":"48","author":"Zhang","year":"2017","journal-title":"J. Cent. South Univ. Sci. Technol."},{"key":"ref_29","doi-asserted-by":"crossref","first-page":"103803","DOI":"10.1016\/j.jngse.2021.103803","article-title":"Dynamic failure behavior of buried cast iron gas pipeline with local external corrosion subjected to blasting vibration","volume":"88","author":"Zhu","year":"2021","journal-title":"J. Nat. Gas Sci. Eng."},{"key":"ref_30","doi-asserted-by":"crossref","first-page":"385","DOI":"10.1016\/j.jlp.2016.06.019","article-title":"Response of the buried steel pipeline caused by perilous rock impact: Parametric study","volume":"43","author":"Zhang","year":"2016","journal-title":"J. Loss Prev. Process. Ind."},{"key":"ref_31","doi-asserted-by":"crossref","first-page":"409","DOI":"10.1016\/j.tust.2017.09.005","article-title":"Propagation and prediction of blasting vibration on slope in an open pit during underground mining","volume":"70","author":"Jiang","year":"2017","journal-title":"Tunn. Undergr. Space Technol."},{"key":"ref_32","first-page":"4","article-title":"Stress analysis and pipe wall thickness calculation of power pipeline","volume":"4","author":"Tian","year":"2000","journal-title":"Pipeline Tech. Equip."},{"key":"ref_33","first-page":"473","article-title":"Numerical simulation of strength failure of buried polyethylene pipes under ground settlement","volume":"23","author":"Luo","year":"2020","journal-title":"J. Build. Mater."}],"container-title":["Sensors"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/1424-8220\/21\/21\/7252\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,10,11]],"date-time":"2025-10-11T07:23:45Z","timestamp":1760167425000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/1424-8220\/21\/21\/7252"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,10,31]]},"references-count":33,"journal-issue":{"issue":"21","published-online":{"date-parts":[[2021,11]]}},"alternative-id":["s21217252"],"URL":"https:\/\/doi.org\/10.3390\/s21217252","relation":{},"ISSN":["1424-8220"],"issn-type":[{"value":"1424-8220","type":"electronic"}],"subject":[],"published":{"date-parts":[[2021,10,31]]}}}