土中爆炸波与地下结构相互作用计算方法研究综述

王羽; 高康华

doi:10.11883/1001-1455(2015)05-0703-08

中国人民解放军理工大学爆炸冲击防灾减灾国家重点实验室，江苏南京 210007

基金项目: 国家自然科学基金项目(51021001, 51308542)

详细信息

作者简介:
王羽(1971—), 男, 博士研究生

通讯作者:
高康华, weikang515@163.com

中图分类号: O382

计量

文章访问数: 2893
HTML全文浏览量: 402
PDF下载量: 458
被引次数: 12

Review on calculation methods for interaction between explosion waves in soil and underground structures

State Key Laboratory for Explosion & Impact and Disaster Prevention & Mitigation, PLA University of Science and Technology, Nanjing 210007, Jiangsu, China

摘要: 土中爆炸波与结构相互作用是地下工程结构抗爆计算的理论基础，理论研究中通常在宏观试验基础上，引入合理的介质动力本构模型分析波动问题。针对工程防护中的计算模型和解析方法，综述了岩土介质中爆炸波与结构相互作用的现状和研究进展，内容包括土的动力本构模型，自由场中爆炸波的传播、爆炸波与箱型、圆柱形和直墙圆拱型等地下结构的相互作用等。重点阐述了常用的非饱和土和饱和土的动力本构模型、考虑松弛效应的土的综合弹塑性模型，一维平面波在不均匀介质和分层介质中的传播及地下结构爆炸荷载计算方面的研究成果，分析了各种模型和计算方法的适用范围和存在问题。

关键词:

Abstract: The interaction between explosion waves in soil and underground structures is the theory basis of underground protective structures design. Based on the tests, the rational media dynamic constitutive relationships were introduced and the wave propagation problems were solved. The recent advancements of calculation models and analytical methods on the interaction between explosion waves in soil and underground structures were reviewed. They were categorized into three parts: the dynamic constitutive models of soil, the explosion wave propagation in free field and the interaction between blast waves and underground structures such as box-framed structures, circular structures and horseshoe structures. The conventional dynamic constitutive models of unsaturated soil and saturated soil were itemized in details. The integrated elastoplastic dynamic constitutive model for soil was introduced, which can reflect relaxation effects of soil. The research achievements for one-dimensional plane wave propagation in inhomogeneous or layered media and the explosion load for underground structures were emphatically described. The applicable range and main deficiencies of various calculation models and analytical methods were analyzed.

Key words:

[1]	钱七虎, 王明洋.高等防护结构计算理论[M].南京: 江苏科技出版社, 2009: 315-403.
[2]	梁霍夫.岩土中爆炸动力学基础[M].刘光寰, 王明洋, 译.南京: 工程兵工程学院, 1993: 9-40.
[3]	亨利奇.爆炸动力学及其应用[M].熊建国, 译.北京: 科学出版社, 1987: 161-324.
[4]	钱七虎, 王明洋.岩土中的冲击爆炸效应[M].北京: 国防工业出版社, 2010: 46-89, 126-292.
[5]	戚承志, 钱七虎.岩体动力变形与破坏的基本问题[M].北京: 科学出版社, 2009: 126-166.
[6]	李国豪.工程结构抗爆动力学[M].上海: 上海科学技术出版社, 1989: 162-225.
[7]	US Department of the Army. TM5-855-1: Fundamental of protective design for conventional weapons[S]. Washington D C: US Department of the Army, 1986: 95-102.
[8]	US Department of the Army. TM5-1300: Design of structures to resist the effects of accidental explosions[S]. Washington D C: US Department of the Army, 1990: 70-76.
[9]	Боданский М Д, Горшков Л М, Морозов В И, 等.掩蔽所结构计算[M].蔡益燕, 任玉光, 译.北京: 中国建筑工业出版社, 1978: 136-156.
[10]	奥尔连科.爆炸物理学[M].孙承纬, 译.北京: 科学出版社, 2011: 656-729.
[11]	李亮, 赵成刚.饱和土体动力本构模型研究进展[J].世界地震工程, 2004, 20(1): 138-148. http://www.cqvip.com/Main/Detail.aspx?id=9298778 Li Liang, Zhao Cheng-gang. Advances on the research of dynamic constitutive models of saturated soils[J]. World Earthquake Engineering, 2004, 20(1): 138-148. http://www.cqvip.com/Main/Detail.aspx?id=9298778
[12]	赵成刚, 刘艳, 周贵荣, 等.非饱和土本构模型研究进展[J].北京工业大学学报, 2008, 34(8): 820-829. http://d.wanfangdata.com.cn/Periodical/bjgydxxb200808007 Zhao Cheng-gang, Liu Yan, Zhou Gui-rong, et al. Research progress of constitutive models for unsaturated soils[J]. Journal of Beijing University of Technology, 2008, 34(8): 820-829. http://d.wanfangdata.com.cn/Periodical/bjgydxxb200808007
[13]	方秦, 柳锦春.地下防护结构[M].北京: 中国水利水电出版社, 2010: 72-114.
[14]	Biot M A. Theory of propagation of elastic waves in a fluid saturated porous solid[J]. Journal of Acoust, 1956, 28(2): 168-191. doi: 10.1121/1.1908239
[15]	Ляхов Г М. Основы динамики взрывных воли в грунтах и горных иородах[M]. Москва: Недра, 1974: 1-220.
[16]	王明洋, 杨林德, 钱七虎.爆炸波在饱和土中与障碍物相互作用的解析法[J].同济大学学报, 1997, 25(2): 200-205. http://www.cqvip.com/QK/90798X/19972/2520384.html Wang Ming-yang, Yang Lin-de, Qian Qi-hu. Analytical method of explosive loading interaction with obstacle in saturated soil[J]. Journal of Tongji University, 1997, 25(2): 200-205. http://www.cqvip.com/QK/90798X/19972/2520384.html
[17]	Ставрогин А Н, Протосеня А Г. Механика деформирования иразрушеия горных пород[M]. Москва: Недра, 1992: 1-223.
[18]	Фомин В М, Гулидов А И, Сапожников Г А. Высокоскоростное взаимодействие тел[M]. Новосибирск: Издательство Сopан, 1999: 1-600.
[19]	王礼立.应力波基础[M].北京: 国防工业出版社, 2005: 227.
[20]	Starfield A M, Pugliese J M. Compression waves generated in rock by cylindrical explosive charges: A comparison between a computer model and field measurements[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1968, 5(1): 65-77. http://www.sciencedirect.com/science/article/pii/0148906268900235
[21]	Favreau R F. Generation of strain waves in rock by an explosion in a spherical cavity[J]. Journal of Geophysical Research, 1969, 74(17): 4267-4280. doi: 10.1029/JB074i017p04267
[22]	Lee I M. Transient ground motion in an elastic homogeneous half space to blasting loading[J]. Soil Dynamics and Earthquake Engineering, 1996, 15(3): 151-159. doi: 10.1016/0267-7261(95)00042-9
[23]	Нинифоровский В С, Шемякин Е И.固体动力破碎[M].余静, 彭庆霁, 译.北京: 煤炭工业出版社, 1985: 1-331.
[24]	Achenbach J. Wave propagation in elastic solid[M]. Amsterdam: North-Holland Publishing Company, 1984: 79-120.
[25]	唐廷.地下爆炸的地表运动和结构安全评估[D].南京: 中国人民解放军理工大学, 2008: 60-84.
[26]	Котляревский В А, Ганушкин В И, Костин А А, и т. д. Убежища гражданской обороны: Конструкции и расчет[М]. Москва: Стройиздат, 1989: 524-543.
[27]	Коренев Б Г, Рабинович И М. Динамический расчет сооружений на специальные воздействия[M]. Москва: Стройиздат, 1981: 8-10.
[28]	Crawford R E, Higgins C J, Bultmann E H. The air force manual for design and analysis of hardened structures[M]. Washington D C: Air Force Weapons Laboratory, 1987: 35-80.
[29]	Committee on Structural Dynamics of the Engineering Mechanics Division through its Manual Subcommittee, ASCE. ASCE-manuals and reports on engineering practice: Design and analysis of structures to resist nuclear weapons effects[M]. New York: American Society of Civil Engineers, 1985: 95-96.
[30]	俞儒一, 宗福开.核爆炸作用下土中浅埋刚性结构的二维有限元分析[J].工程兵工程学院学报, 1985(1): 29-34, 44. http://www.cnki.com.cn/Article/CJFDTotal-JFJL198501002.htm
[31]	严人觉, 王贻荪, 韩清宇.动力基础半空间理论概论[M].北京: 中国建筑工业出版社, 1981: 1-504.
[32]	钱七虎, 王明洋.核爆条件下浅埋结构荷载理论与试验结果的对比研究[J].爆炸与冲击, 1994, 14(1): 9-18. http://www.bzycj.cn/article/id/10603 Qian Qi-hu, Wang Ming-yang. Comparison studies on the loading theory and test results for shallow-buried structures under nuclear explosion[J]. Explosion and Shock Waves, 1994, 14(1): 9-18. http://www.bzycj.cn/article/id/10603
[33]	Mow C C, Pao Y H. The diffraction of elastic waves and dynamic stress concentrations[M]. Santa Monica: RAND Corporation, 1971: 1-696.
[34]	Lee V W, Karl J. Diffraction of SV waves by underground circular cylindrical cavities[J]. Soil Dynamics and Earthquake Engineering, 1992, 11(8): 445-456. doi: 10.1016/0267-7261(92)90008-2
[35]	Lee V W, Karl J. On deformation of near a circular underground cavity subjected to incident plane P waves[J]. European Journal of Earthquake Engineering, 1993, 7(1): 29-36. http://www.researchgate.net/publication/283928075_On_deformation_near_a_circular_underground_cavity_subjected_to_incident_plane_P_waves
[36]	吴永忠.爆炸地震波作用下地下结构动力计算模型及对比研究[D].南京: 中国人民解放军理工大学, 2013: 107-138.
[37]	王年桥.防护结构计算原理与设计[M].南京: 中国人民解放军理工大学, 2002: 30-90.
[38]	冯淑芳.深埋地下结构抗爆动力计算方法研究[D].南京: 中国人民解放军理工大学, 2011: 23-98.
[39]	冷星.爆炸地震波作用下地下圆形衬砌结构的动力响应研究[D].南京: 中国人民解放军理工大学, 2013: 9-66.
[40]	高盟.土与衬砌结构动力相互作用的瞬态问题研究[D].上海: 同济大学, 2009: 12-100.
[41]	陈成振.爆炸荷载作用下饱和土及准饱和土中隧道的瞬态动力响应研究[D].杭州: 浙江大学. 2010: 14-63.
[42]	房营光.岩土介质与结构动力相互作用理论及其应用[M].北京: 科学出版社, 2005: 184-260.
[43]	吴世明.土动力学[M].北京: 中国建筑工业出版社, 2000: 75-106.