复杂岩溶区桩基钻探的溶洞梯度角判别与可靠性分析
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作者:
作者单位:

1.长江重庆航道工程局,重庆 400011;2.重庆大学 土木工程学院,重庆 400045;3.重庆铁路投资集团有限公司,重庆 400020;4.重庆城投基础设施建设有限公司,重庆 400015

作者简介:

牟云贞(1977-),男,主要从事岩土工程研究,E-mail:1009899861@qq.com。
MOU Yunzhen (1977- ), main research interest: geotechnical engineering, E-mail: 1009899861@qq.com.

通讯作者:

仉文岗(通信作者),男,教授,博士生导师,E-mail:zhangwg@cqu.edu.cn。

中图分类号:

TU473.1

基金项目:

长江重庆航道工程局科技项目(H20230330);重庆市自然科学基金创新发展联合基金(CSTB2022NSCQ-LZX0001);大足石刻研究院科研委托项目(GF-2000-0203)


Gradient angle identification of karst caves and reliability analysis for pile foundation drilling in complex karst areas
Author:
Affiliation:

1.Chongqing Yangtze River Waterway Engineering Bureau, Chongqing 400011, P. R. China;2.School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;3.Chongqing Railway Investment Group Co., Ltd., Chongqing 400020, P. R. China;4.Chongqing Urban Investment Infrastructure Construction Co., Ltd., Chongqing 400015, P. R. China

Fund Project:

Chongqing Yangtze River Waterway Engineering Bureau Science and Technology Project (No. H20230330); Chongqing Natural Science Foundation Innovation and Development Joint Fund (No. CSTB2022NSCQ-LZX0001); Dazu Rock Carving Research Institute Commissioned Project (No. GF-2000-0203).

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    摘要:

    在岩体地下工程施工中,常面临溶洞、断层等复杂地质条件,给桩基施工带来巨大挑战。为研究复杂岩溶地质条件下桩基钻孔数据的准确性,以江西省九江市银沙湾岩溶区桩基工程为依托,基于全场地钻孔数据,提出溶洞梯度角的空间特征概念,并采用JC法对钻孔数据开展可靠度分析。结果表明:该岩溶桩基施工场地钻孔见溶洞率超过50%,岩溶发育程度极高。针对溶洞梯度角的4种空间分布模式,优先筛选出溶洞信息识别准确性较高的钻孔数据;利用JC法对准确性较低的数据开展可靠度分析后发现,以小、中、大型溶洞深度为参考计算的梯度角均服从正态分布,且钻孔对溶洞特征的识别准确度随着溶洞深度的增大而显著提高。最后,在控制补钻率的前提下提出数据筛选与优化策略,经定量指标对比验证,将补钻率控制在5%左右能显著提升钻探结果的可靠性。

    Abstract:

    In the construction of underground rock engineering, complex geological conditions are commonly encountered, especially special conditions such as karst caves and faults, which bring great challenges to pile foundation construction. To study the accuracy of pile foundation drilling data under complex karst geology, this paper takes the pile foundation project in Yinshawan Karst Area, Jiujiang, Jiangxi as the engineering background, and summarizes the spatial characteristics of cave gradient angles based on the drilling data of the whole site, and uses the JC method to analyze the reliability of drilling data. The results show that the cave occurrence rate of the boreholes in this karst pile foundation construction site exceeds 50%, and the karst is extremely developed. According to the four spatial distribution modes of cave gradient angle, the drilling data with higher accuracy of karst cave information are preferentially selected. The JC method is used to analyze the reliability of the data with lower accuracy, and it is found that the gradient angles calculated by taking small, medium and large cave depths as reference values all follow a normal distribution, and the accuracy of identifying cave characteristics via boreholes increases significantly with the increase of cave depth. Finally, to control the supplementary drilling rate, a data screening and optimization strategy is proposed. Through the comparison of quantitative indicators, it is verified that controlling the supplementary drilling rate at about 5% can significantly improve the reliability of drilling results.

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引用本文

牟云贞,张勇,仉文岗,黄乐源,刘志伟,张犇溢,肖鹏,储亮.复杂岩溶区桩基钻探的溶洞梯度角判别与可靠性分析[J].土木与环境工程学报(中英文),2026,48(4):80-88. MOU Yunzhen, ZHANG Yong, ZHANG Wengang, HUANG Leyuan, LIU Zhiwei, ZHANG Benyi, XIAO Peng, CHU Liang. Gradient angle identification of karst caves and reliability analysis for pile foundation drilling in complex karst areas[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2026,48(4):80-88.10.11835/j. issn.2096-6717.2024.110

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  • 收稿日期:2024-08-31
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  • 在线发布日期: 2026-07-08
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