Citation: | WANG Xiao-Han, LI Hui, QI Xin, ZHANG Yan-Peng, ZHANG Zai-Tian. 2025. Engineering Geological Characteristics and Genesis Analysis of Coastal Sedimentary Strata and Dissolution Cavities in the Jiangdong New Area, Haikou City. South China Geology, 41(1): 197-206. doi: 10.3969/j.issn.2097-0013.2025.01.016 |
The majority of the hidden coastal sedimentary strata in Jiangdong New Area, Haikou City, from the Haikou Formation (N2h), are mainly composed of semi loose and semi diagenetic shell clastic rocks and shell glutenite. The pores are extremely developed, with strong permeability, and it is easy to produce underground cavities, leading to engineering geological problems such as cavity collapse. Based on this, the spatial distribution characteristics of the Haikou Formation were firstly analyzed, and then, the basic physical and hydraulic properties of two types of rocks as the research objects were tested. The mechanical tests were conducted separately under natural and saturated conditions to study the engineering geological characteristics of the rocks. The preliminary analysis on the distribution characteristics and causes of the underground cavities were also conducted. The results show that: (1) The burial depth range of the roof of the Haikou Formation is 4.6-44.4 m, gradually being shallower from northwest to southeast, and the central region is shallower than the north, west, and south regions. The two types of rocks are mainly distributed in the first and third sections of the Haikou Formation; (2) There are many pores and cracks inside the two types of rocks, with average uniaxial compressive strengths of 24.82 and 21.46 MPa, and average softening coefficients of 0.58 and 0.51, respectively. The softening effect is very obvious when encountering water; (3) The characteristic of easy dissolution of two types of rocks leads to the formation of dissolution cavities in their distribution areas, mainly developed in the starting area of Jiangdong New Area and the Yunlong-Yanfeng area. Cavities form during the process of sedimentary cementation of two types of rocks and then the dissolution of groundwater leads to further development and expansion of the cavities. This study can provide reference for the engineering construction of Jiangdong New Area in Haikou city.
[1] | 常海明,赵 东,蔡婷婷,苏育飞,袁 钧.2022.含水率对深部岩石抗拉强度影响的规律与机制[J]. 矿业研究与开发,42(2):94-100. |
[2] | 陈哲培. 1997. 海南省岩石地层[M]. 武汉:中国地质大学出版社,77-78. |
[3] | 陈哲培.1998.海南岛上新世地层特征及岩石地层单位[J]. 中国区域地质,17(4):423-429. |
[4] | 邓宇林,郭绪磊,罗明明,陈祥勇,况 野,周 宏.2022.基于扫描电镜和CT 成像技术的碳酸盐岩溶蚀作用微观结构和变化规律研究[J]. 中国岩溶,41(5):698-707. doi: 10.11932/karst20220503 |
[5] | 高 鹏, 齐 信, 谢扬龙, 王晓晗, 王英豪. 2024. 基于CT成像技术的含方解石脉灰岩溶蚀作用微观结构和变化规律研究[J/OL]. 工程地质学报. https://doi.org/10.13544/j.cnki.jeg.2024-0318. |
[6] | 工程地质手册编委会. 2018. 工程地质手册(第五版) [M]. 北京:中国建筑工业出版社. |
[7] | 黄宏伟,车 平.2007.泥岩遇水软化微观机理研究[J]. 同济大学学报(自然科学版),35(7):866-870. doi: 10.3321/j.issn:0253-374X.2007.07.002 |
[8] | 纪洪广,蒋 华,宋朝阳,刘志强,谭 杰,刘阳军,武亚峰.2018.弱胶结砂岩遇水软化过程细观结构演化及断口形貌分析[J]. 煤炭学报,43(4):993-999. |
[9] | 贾海梁,王 婷,项 伟,谭 龙,申艳军,杨更社.2018.含水率对泥质粉砂岩物理力学性质影响的规律与机制[J]. 岩石力学与工程学报,37(7):1618-1628. |
[10] | 李 博,齐波峰.2020.海口江东新区工程建设主要岩土工程问题探析[J]. 山西建筑,46(1):72-74. |
[11] | 李 福. 2005. 海口美兰区桂林洋椰浪高镁优质矿泉水[C].海南省地热矿泉水协会第二届二次理事会暨第三届地热矿泉水开发利用研讨会会议论文,16-17. |
[12] | 黎清华,张彦鹏,齐 信,胡道功,马生明,崔振昂,涂 兵,柯贤忠,陈双喜,彭 康,唐世新,杨 博,贾丽云,刘文涛.2022.地质调查支撑服务海南生态文明建设探索与实践[J]. 华南地质,38(2):209-225. doi: 10.3969/j.issn.2097-0013.2022.02.003 |
[13] | 李 薇. 2020. 琼北长流地区断裂的第四纪活动性研究[D]. 中国地质大学(北京)硕士学位论文. |
[14] | 梁定勇,许国强,肖 瑶,陈晓清,李孙雄,麦发海,文 健,符彩花.2021a.海口江东新区新近纪-第四纪标准地层与组合分区[J]. 科学技术与工程,21(26):11052-11063. |
[15] | 梁定勇,许国强,肖 瑶,陈晓清,李孙雄,阮 明,林亚分,殷诗勤,符彩花.2021b.海南岛北部新近纪—第四纪地层结构与沉积演化模式[J]. 地层学杂志,45(4):554-566. |
[16] | 刘广宁.2018.三峡库区消落带岩体劣化特性的实验研究[J]. 华南地质与矿产,34(4):302-308. |
[17] | 刘 磊,徐 勇,厉一宁,连志鹏,裴来政,李远耀.2022.武陵山湘西北地区细碎屑岩崩解性及其微观特征研究[J]. 华南地质,38(4):660-668. doi: 10.3969/j.issn.2097-0013.2022.04.008 |
[18] | 罗文霞,钟康正,周晓娟,吕晨阳,谢跟踪,邱彭华,张金萍.2022.海口市江东新区30年来海岸带城市扩展与生态格局演变[J]. 生态学报,42(6):2164-2174. |
[19] | 吕昭英,陈沐龙,胡在龙,傅杨荣,魏昌欣,袁勤敏,常振宇,黄武轩.2019.琼北翁田铝质A型花岗岩的锆石U-Pb年代学、地球化学特征及其地质意义[J]. 华南地质与矿产,35(3):306-316. |
[20] | 齐 俊. 2016. 岩溶空洞及围岩参数变异性对隧道施工安全性影响分析[D]. 北京交通大学硕士学位论文. |
[21] | 王超群,贾丽云,胡道功,胡健民,张 磊,杨肖肖,孙东霞,麦发海,白世彪,宗开红,吕同艳,张耀玲,韩 帅,韩建恩,杜建军.2022.海口市江东新区马袅-铺前断裂第四纪活动特征[J]. 地质学报,96(2):403-417. doi: 10.3969/j.issn.0001-5717.2022.02.005 |
[22] | 王 亮,龙 霞,王婷婷,席振铢,陈兴朋,钟明峰,董志强.2022.等值反磁通瞬变电磁法在城市浅层空洞探测中的应用[J]. 物探与化探,46(5):1289-1295. |
[23] | 吴 琼,王晓晗,唐辉明,刘超远,姜耀飞,徐艳君.2019.巴东组易滑地层异性层面剪切特性及水致劣化规律研究[J]. 岩土力学,40(5):1881-1889+1897. |
[24] | 肖 尧. 2019. 竖向荷载作用下空洞稳定性分析方法研究[D]. 湖南大学博士学位论文. |
[25] | 徐忠胜. 1994. 海南临高县和邦国际石油化工有限公司马袅炼油厂供水水文地质勘查报告[R]. 海口:海南水文地质工程地质勘察院. |
[26] | 杨春和,冒海军,王学潮,李晓红,陈剑文.2006.板岩遇水软化的微观结构及力学特性研究[J]. 岩土力学,27(12):2090-2098. doi: 10.3969/j.issn.1000-7598.2006.12.002 |
[27] | 张 傲,黎清华,张彦鹏,赵信文,宋国玺.2022.基于地质体单元剖分的地下空间安全开发利用评价方法——以海口江东新区为例[J]. 华南地质,38(2):300-311. doi: 10.3969/j.issn.2097-0013.2022.02.011 |
[28] | 张丽敏,赵会艳,路丽芳,张剑光.2016.滇中引水工程红层软岩工程地质特性及力学性质分析[J]. 水电能源科学,34(8):75-78+70. |
[29] | 赵 纯,李厚杰,王晓龙,谢孝诚,何启明.2022.贝壳碎屑岩环境中钻孔灌注桩施工技术[J]. 建筑结构,52(S1):3113-3114. |
[30] | 中华人民共和国国家质量监督检验检疫总局. 2009. 岩土工程勘察规范:GB 50021—2001[S]. 北京:中国建筑工业出版社. |
[31] | 周汉文. 1994. 海南省海口市秀英坡农垦第二物资供销公司ZK23井饮用天然矿泉水勘查报告[R]. 武汉:中国地质大学(武汉). |
[32] | 朱效嘉.1996.软岩的水理性质[J]. 矿业科学技术,24(3):46-50. |
[33] | Ashby M F, Raj R, Gifkins R C. 1970. Diffusion-controlled sliding at a serrated grain boundary[J]. Scripta Metallurgica, 4(9): 737-741. doi: 10.1016/0036-9748(70)90216-4 |
[34] | Liu S, Huang Z. 2023. Exploration of microstructure characteristics and mechanical behaviors of thermal-damaged argillaceous sandstone via LF-NMR and µ-CT technologies[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 9(1): 27. doi: 10.1007/s40948-023-00535-1 |
Buried depth of the roof of Haikou formation in Jiangdong New Area
Sedimentary thickness of Haikou formation in Jiangdong New Area
Saturated Water Absorption of shell clasolite and shell glutenite of Haikou formation
Softening coefficient of shell clasolite and shell glutenite of Haikou formation in Jiangdong New Area
Distribution of corrosion cavities in shell clasolite and shell glutenite in Haikou formation in Haikou Jiangdong New Area