[1] 李道飞.岩溶地区溶洞顶板稳定性分析 [J].河南科技, 2013(18): 48-49.DOI:  10.3969/j.issn.1003-5168.2013.18.038.

LID F.Stability analysis of cave roof in karst area [J].Henan Science Technology, 2013(18): 48-49.DOI:  10.3969/j.issn.1003-5168.2013.18.038.
[2] 中华人民共和国交通运输部.公路路基设计规范: JTG D30-2015 [S].北京: 人民交通出版社股份有限公司, 2015.

Ministry of Transport of the People's Republic of China.Specifications for design of highway subgrades: JTG D30-2015 [S].Beijing: China Communications Press Co., Ltd., 2015.
[3] 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.建筑地基基础设计规范: DBJ15-31-2016 [S].北京: 中国建筑工业出版社, 2017.

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.Design code for building foundation: DBJ15-31-2016 [S].Beijing: China Architecture & Building Press, 2017.
[4] 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, 2015.
[5] 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.岩溶地基基础设计技术规范: DBJ/T15-136-2018 [S].北京: 中国建筑工业出版社, 2019.

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.Technical code for building foundation in karst area: DBJ/T15-136-2018 [S].Beijing: China Architecture & Building Press, 2019.
[6] 石振明, 沈丹, 彭铭, 等.岩溶地区桩基施工溶洞处理技术——以吉安永和大桥桩基施工为例 [J].工程地质学报, 2015(6): 1160-1167.DOI:  10.13544/j.cnki.jeg.2015.06.017.

SHIZ M, SHEND, PENGM, et al.Karst cave disposing technology for pile foundation construction, illustrated with—Yonghe bridge in Ji'an [J].Journal of Engineering Geology, 2015(6): 1160-1167.DOI:  10.13544/j.cnki.jeg.2015.06.017.
[7] 王康, 孙熔正, 杨新安.充填型浅层岩溶隧道溶洞处理技术研究 [J].华东交通大学学报, 2018, 35(3): 23-28.DOI:  10.16749/j.cnki.jecjtu.2018.03.004.

WANGK, SUNR Z, YANGX A.Study on karst cave treatment technology of filling-type superficial karst [J].Journal of East China Jiaotong University, 2018, 35(3): 23-28.DOI:  10.16749/j.cnki.jecjtu.2018.03.004.
[8] 何正勇.岩溶地区旋挖成孔灌注桩常见问题及处理措施 [J].资源信息与工程, 2016, 31(6): 125-126.DOI:  10.19534/j.cnki.zyxxygc.2016.06.069.

HEZ Y.Common problems and treatment measures of rotary bored cast-in-place piles in karst area [J].Resource Information and Engineering, 2016, 31(6): 125-126.DOI:  10.19534/j.cnki.zyxxygc.2016.06.069.
[9] 黄智国.岩溶地区桩基施工中的溶洞地基处理分析 [J].西部资源, 2019(4): 97-98.DOI:  10.16631/j.cnki.cn15-1331/p.2019.04.044.

HUANGZ G.Analysis of karst cave foundation treatment in pile foundation construction in karst area [J].Western Resources, 2019(4): 97-98.DOI:  10.16631/j.cnki.cn15-1331/p.2019.04.044.
[10] 刘伟.岩溶区钻孔桩施工溶洞处理研究 [J].工程建设与设计, 2019(11): 223-225+228.DOI:  10.13616/j.cnki.gcjsysj.2019.06.078.

LIUW.Study on karst cave treatment in bored pile construction in karst area [J].Construction & Design for Project, 2019(11): 223-225+228.DOI:  10.13616/j.cnki.gcjsysj.2019.06.078.
[11] 王杨.岩溶地区桩基施工处理方法 [J].工程技术研究, 2017(10): 68-69.DOI:  10.19537/j.cnki.2096-2789.2017.10.039.

WANGY.Construction treatment method of pile foundation in karst area [J].Engineering and Technology Research, 2017(10): 68-69.DOI:  10.19537/j.cnki.2096-2789.2017.10.039.
[12] 冯健宗, 戚玉亮, 陈帅光, 等.岩溶区灌注桩施工工艺及质量控制研究 [J].广东土木与建筑, 2019, 26(10): 40-42+ 70.DOI:  10.19731/j.gdtmyjz.2019.10.010.

FENGJ Z, QIY L, CHENS G, et al.Study on construction technology and quality control of cast-in-place pile in karst area [J].Guangdong Architecture Civil Engineering, 2019, 26(10): 40-42+70.DOI:  10.19731/j.gdtmyjz.2019.10.010.
[13] 张勇.岩溶区冲孔灌注桩施工及其溶洞处理措施 [J].工程建设与设计, 2018(2): 197-199.DOI:  10.13616/j.cnki.gcjsysj.2018.01.193.

ZHANGY.Construction of boring cast-in-site pile in karst area and the treatment measures of karst cave [J].Construction & Design for Project, 2018(2): 197-199.DOI:  10.13616/j.cnki.gcjsysj.2018.01.193.
[14] 廖志钻.在岩溶极其发育场地进行大直径超长冲孔灌注桩施工的工艺分析 [J].建筑施工, 2019, 41(7): 1187-1189.DOI:  10.14144/j.cnki.jzsg.2019.07.001.

LIAOZ Z.Process analysis of construction of large-diameter and ultra-long punching pile in extremely developed karst site [J].Building Construction, 2019, 41(7): 1187-1189.DOI:  10.14144/j.cnki.jzsg.2019.07.001.