岩溶发育区弹性波CT应用及桩基设计方法

陈兆雄; 陈兆雄

doi:10.16516/j.gedi.issn2095-8676.2022.S2.007

[1]	TAN H H, HUANG J H, QI S W. Application of cross-hole radar tomograph in karst area [J]. Environmental Earth Sciences, 2012, 66(1): 355-362. DOI: 10.1007/s12665-011-1244-0.
[2]	苏茂鑫, 钱七虎, 李术才, 等. 一种岩溶地质条件下的城市地铁超前预报方法 [J]. 岩石力学与工程学报, 2011, 30(7): 1428-1434. SU M X, QIAN Q H, LI S C, et al. A method of metro advanced geological prediction under karst geology condiction [J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(7): 1428-1434.
[3]	林松, 王薇, 金聪, 等. 地震CT在岩溶精细探测中的应用与探讨−以深圳地铁14号线为例 [J]. 科学技术与工程, 2019, 19(25): 18-23. DOI: 10.3969/j.issn.1671-1815.2019.25.004. LIN S, WANG W, JIN C, et al. Application and discussion of seismic CT in detailed karst detection: a case of Shenzhen metro line 14 [J]. Science Technology and Engineering, 2019, 19(25): 18-23. DOI: 10.3969/j.issn.1671-1815.2019.25.004.
[4]	赵明华, 曹文贵, 何鹏祥, 等. 岩溶及采空区桥梁桩基桩端岩层安全厚度研究 [J]. 岩土力学, 2004, 25(1): 64-68. DOI: 10.3969/j.issn.1000-7598.2004.01.013. ZHAO M H, CAO W G, HE P X, et al. Study on safe thickness of rock mass at end of bridge foundation's Pilein karst and worked-out mine area [J]. Rock and Soil Mechanics, 2004, 25(1): 64-68. DOI: 10.3969/j.issn.1000-7598.2004.01.013.
[5]	雷勇, 陈秋南, 马缤辉. 基于极限分析的桩端岩层冲切分析 [J]. 岩石力学与工程学报, 2014, 33(3): 631-638. DOI: 10.13722/j.cnki.jrme.2014.03.023. LEI Y, CHEN Q N, MA B H. Punching analysis of rock at pile tip base on limit analysis [J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3): 631-638. DOI: 10.13722/j.cnki.jrme.2014.03.023.
[6]	赵明华, 雷勇, 张锐. 岩溶区桩基冲切破坏模式及安全厚度研究 [J]. 岩土力学, 2012, 33(增刊2): 524-530. DOI: 10.16285/j.rsm.2012.02.047. ZHAO M H, LEI Y, ZHANG R. Study of punching failure mode and safe thickness of pile foundation in karst region [J]. Rock and Soil Mechanics, 2012, 33(Supp. 2): 524-530. DOI: 10.16285/j.rsm.2012.02.047.
[7]	彭涛, 李耀刚, 武威, 等. 岩溶探测中的井地地震CT测试技术 [J]. 工程勘察, 2008(增刊2): 136-139. PENG T, LI Y G, WU W, et al. Well gound seismic CT testing technology in karst exploration [J]. Engineering Investigation, 2008(Supp. 2): 136-139.
[8]	史雅栋. 基于跨孔CT技术的岩溶发育区岩体质量评价方法研究 [D]. 南京: 南京大学, 2014. SHI Y D. A rock mass quality evaluation method research in karst areas based on the technique of cross-hole seismic CT [D]. Nanjing: Nanjing University, 2014.
[9]	王千年, 车爱兰, 郭强, 等. 孔内声波CT技术在软土地区地下溶洞调查中的应用 [J]. 西北地震学报, 2011, 33(增刊1): 335-339. DOI: 10.3969/j.issn.1000-0844.2011.z1.073. WANG Q N, CHE A L, GUO Q, et al. Technology of borehole sonic computer tomography and its application on survey of underground cave [J]. Northwestern Seismological Journal, 2011, 33(Supp. 1): 335-339. DOI: 10.3969/j.issn.1000-0844.2011.z1.073.
[10]	蔡连初, 缪念有. 利用地震波CT技术精细化探测隧洞间岩溶构造 [J]. 大坝与安全, 2014(1): 57-58,62. CAI L C, MIAO N Y. Fine detection of karst structure by seismic CT technology [J]. Dam & Safety, 2014(1): 57-58,62.
[11]	张琦, 周杰, 周天喜. 基于弹性波CT技术的三维模型在岩溶发育区的应用 [J]. 国土资源导刊, 2018, 15(3): 90-96. DOI: 10.3969/j.issn.1672-5603.2018.03.018. ZHANG Q, ZHOU J, ZHOU T X. The application of 3D model based on elastic wave CT (computed tomography) technology in karst development area [J]. Land & Resources Herald, 2018, 15(3): 90-96. DOI: 10.3969/j.issn.1672-5603.2018.03.018.
[12]	中华人民共和国建设部. 建筑桩基技术规范: JGJ 94—2008 [S]. 北京: 中国建筑工业出版社, 2008. Ministry of Construction of the People’s Republic of China. Technical code for building pile foundations: JGJ 94—2008 [S]. Beijing: China Architecture & Building Press, 2008.
[13]	国家能源局. 火力发电厂土建结构设计技术规程: DL 5022—2012 [S]. 北京: 中国计划出版社, 2012. National Energy Administration. Technical stipulation for the design of civil structure of thermal power plant: DL 5022—2012 [S]. Beijing: China Planning Press, 2012.
[14]	中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. 火力发电厂岩土工程勘察规范: GB/T 51031 − 2014 [S]. 北京: 中国计划出版社, 2014. Ministry of Housing and Urban-Rural Development of the People s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. Code for geotechnical investigation of fossil fuel power plant: GB/T 51031 − 2014 [S]. Beijing: China Planning Press, 2014.
[15]	中华人民共和国建设部. 岩土工程勘察规范: GB 50021 − 2001 [S]. 北京: 中国建筑工业出版社, 2004. Ministry of Construction of the People’s Republic of China. Code for investigation of geotechnical engineering: GB 50021 − 2001 [S]. Beijing: China Architecture & Building Press, 2004.