Page 163 - 《爆炸与冲击》2026年第4期

第 46 卷 刘天豪，等： 落石冲击下地面混凝土垫层对埋地管道的防护作用 第 4 期

XIA Y Q, JIANG N, YAO Y K, et al. Dynamic responses of a concrete pipeline with bell-and-spigot joints buried in a silty
clay layer to blasting seismic waves [J]. Explosion and Shock Waves, 2020, 40(4): 043302. DOI: 10.11883/bzycj-2019-0207.
[18] 翟科杰, 方宏远, 张冲博, 等. PCCP 管承插口力学性能与失效模式仿真分析 [J]. 中国给水排水, 2020, 36(20): 10–18. DOI:
10.19853/j.zgjsps.1000-4602.2020.20.002.
ZHAI K J, FANG H Y, ZHANG C B, et al. Mechanical properties and failure mode simulation analysis of joints in PCCP [J].
China Water & Wastewater, 2020, 36(20): 10–18. DOI: 10.19853/j.zgjsps.1000-4602.2020.20.002.
[19] 方迎潮, 汤明高, 葛华, 等. 崩塌落石冲击埋地油气管道的动力响应机理研究 [J]. 工程地质学报, 2022, 30(2): 589–598.
DOI: 10.13544/j.cnki.jeg.2021-0603.
FANG Y C, TANG M G, GE H, et al. Study on dynamic response mechanism of rockfall impacting buried oil and gas
pipeline [J]. Journal of Engineering Geology, 2022, 30(2): 589–598. DOI: 10.13544/j.cnki.jeg.2021-0603.
[20] 国家市场监督管理总局, 国家标准化管理委员会.混凝土和钢筋混凝土排水管: GB/T 11836—2023 [S]. 北京: 中国标准出
版社, 2023.
State Administration for Market Regulation, National Standardization Administration. Concrete and reinforced concrete sewer
pipes: GB/T 11836—2023 [S]. Beijing: Standards Press of China, 2023.
[21] 中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB 50010—2010 [S]. 北京: 中国建筑工业出版社, 2011.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for design of concrete structures:
GB 50010—2010 [S]. Beijing: China Architecture & Building Press, 2011.
[22] 中华人民共和国住房和城乡建设部. 给水排水管道工程施工及验收规范: GB 50268—2008 [S]. 北京: 中国建筑工业出版
社, 2009.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for construction and acceptance
of water and sewerage pipeline works: GB 50268—2008 [S]. Beijing: China Architecture & Building Press, 2009.
[23] 朱斌, 蒋楠, 周传波, 等. 粉质黏土层直埋铸铁管道爆破地震效应 [J]. 浙江大学学报 (工学版), 2021, 55(3): 500–510. DOI:
10.3785/j.issn.1008-973x.2021.03.010.
ZHU B, JIANG N, ZHOU C B, et al. Blasting seismic effect of buried cast iron pipeline in silty clay layer [J]. Journal of
Zhejiang University (Engineering Science), 2021, 55(3): 500–510. DOI: 10.3785/j.issn.1008-973x.2021.03.010.
[24] 鲁稳, 潘卫东. Drucker-Prager 系列屈服准则在稳定分析中的应用研究 [J]. 汕头大学学报 (自然科学版), 2014, 29(1):
73–80.
LU W, PAN W D. Application study of Drucker-Prager yield criteria to stability analysis [J]. Journal of Shantou University
(Natural Science Edition), 2014, 29(1): 73–80.
[25] LIN S C, LI D, YANG B. Experimental study and numerical simulation on damage assessment of reinforced concrete
beams [J]. International Journal of Impact Engineering, 2019, 132: 103323. DOI: 10.1016/j.ijimpeng.2019.103323.
[26] SHA Y Y, HAO H. Laboratory tests and numerical simulations of barge impact on circular reinforced concrete piers [J].
Engineering structures, 2013, 46: 593–605. DOI: 10.1016/j.engstruct.2012.09.002.
[27] JOO J, YOON J W. The potential of rubber materials as an inhibitor to suppress jet formation of the shaped charge warhead [J].
Journal of Mechanical Science and Technology, 2024, 38(3): 1329–1340. DOI: 10.1007/s12206-024-0227-5.
[28] FAN W, YUAN W C. Ship bow force-deformation curves for ship-impact demand of bridges considering effect of pile-cap
depth [J]. Shock and Vibration, 2014, 2014(1): 201425. DOI: 10.1155/2014/201425.
[29] HE S M, YAN S X, DENG Y, et al. Impact protection of bridge piers against rockfall [J]. Bulletin of Engineering Geology and
the Environment, 2019, 78(4): 2671–2680. DOI: 10.1007/s10064-018-1250-5.
[30] 王东源, 李朝, 王洪波, 等. EPS 垫层对落石区油气管道的防护效果 [J]. 油气储运, 2019, 38(12): 1425–1431. DOI: 10.6047/
j.issn.1000-8241.2019.12.017.
WANG D Y, LI C, WANG H B, et al. Protective effect of EPS cushion on oil and gas pipelines in rockfall areas [J]. Oil & Gas
Storage and Transportation, 2019, 38(12): 1425–1431. DOI: 10.6047/j.issn.1000-8241.2019.12.017.
(责任编辑 王小飞)

045103-15