Online Submission
Manuscript Tracking
Peer Review
Editor Work
| Citation: | WANG Ren, WU Wenjuan. 2019: EXPLORATION AND RESEARCH ON ENGINEERING GEOLOGICAL PROPERTIES OF CORAL REEFS——ENGAGED IN CORAL REEF RESEARCH FOR 30 YEARS. JOURNAL OF ENGINEERING GEOLOGY, 27(1): 202-207. doi: 10.13544/j.cnki.jeg.2019-008
|
EXPLORATION AND RESEARCH ON ENGINEERING GEOLOGICAL PROPERTIES OF CORAL REEFS——ENGAGED IN CORAL REEF RESEARCH FOR 30 YEARS
doi: 10.13544/j.cnki.jeg.2019-008
-
Abstract
Coral reef is a kind of special geotechnical medium. From the perspective of engineering geology, it can be divided into two types:coral sandstone and coral reef limestone. This paper reviews the basic history of coral reef research for 30 years, focusing on the exploration and research results of the static mechanical properties, dynamic properties, low particle strength and other special mechanical properties of the coral sand soil and the engineering properties of the pile foundation. Taking the development and construction of coral reef islands in the South China Sea as a guide, more research scholars are called upon to join the research team of coral reefs to jointly promote the development of coral reef engineering geology. -
-
References
Chen H Y. 2005. Study of the inner pore in calcareous sand[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Coop M R. 1990. The mechanics of uncemented carbonate sands[J]. Géotechnique, 40(4):607-626. doi: 10.1680/geot.1990.40.4.607He J Q, Wei H Z, Meng Q S, et al. 2018. Evolution of particle breakage of calcareous sand under large displacement shearing[J]. Rock and Soil Mechanics, 39(1):165-172. http://d.old.wanfangdata.com.cn/Periodical/ytlx201801020Hu B. 2008. Research on the particle breakage mechanical characteristics and constitutive model of calcareous sand under triaxial conditions[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Jiang H, Wang R, Lü Y H, et al. 2010a. Test study of model pile in calcareous sands[J]. Rock and Soil Mechanics, 31(3):780-784. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx201003020Jiang H, Wang R, Lü Y H, et al. 2010b. Model tests of pile groups in calcareous sands[J]. Chinese Journal of Rock Mechanics and Engineering, 29 (S1):3023-3028. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=yslxygcxb2010z1061Li J G. 2005. Experimental research on dynamic behavior of saturated calcaerous sand under wave loading[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Liu C Q, Shan H G, Wang R. 1999. The geotechnical characters of calcareous soils and the pile foundation engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 18(3):331-335. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=yslxygcxb199903021Liu C Q, Wang R. 1998. Preliminary research on physical and mechanical properties of calcareous sand[J]. Rock and Soil Mechanics, 19(1):32-37. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199800687645Liu C Q. 1999. The theory of calcareous soil mechanics and its application in engineering[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Ma L J, Li Z, Wang M Y, et al. 2019. Effects of size and loading rate on the mechanical properties of single coral particles[J]. Powder Technology, 342(15):961-971.Qin Y, Meng Q S, Wang R, et al. 2015. A study on bearing characteristics of single pile in calcareous sand based on model experiment[J]. Rock and Soil Mechanics, 36 (6):1714-1720, 1736. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx201506025Qin Y, Yao T, Wang R, et al. 2014. Particle breakage-based analysis of deformation law of calcareous sediments under high-pressure consolidation[J]. Rock and Soil Mechanics, 35(11):3123-3128. http://d.old.wanfangdata.com.cn/Periodical/ytlx201411012Qin Y, Meng Q S, Wang R, et al. 2017. Model experimental research on uplift single pile in calcareous sand of South China Sea[J]. Marine Georesources & Geotechnology, 35(5):653-660. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=10.1080/1064119X.2016.1215362Shan H G. 2000. Research on bearing behavior of pile in calcareous soil of coral reef[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Sun J Z, Huang M L, Wang R. 2002. Influence of inner pore and anisotropy on liquefaction characteristics of calcareous sand[J]. Rock and Soil Mechanics, 23(2):166-169. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200202007The Multidisciplinary Oceanographic Expedition Team of Chinese Academy of Sciences to the Nansha Islands. 1992. Chinese academy of sciences. fourth coral reef geology of yongshu reef, Nansha islands[M]. Beijing:Ocean Press.Wang X Z, Wang X, Weng Y L, et al. 2016. Characteristics of dry density of calcareous sand and its testing methods[J]. Rock and Soil Mechanics, 37 (S2):316-322.Wang X Z, Wang R, Meng Q S, et al. 2009. Study of plate load test of calcareous sand[J]. Rock and Soil Mechanics, 30 (1):147-151, 156. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200901025Wang X Z, Wang X, Jin Z C, et al. 2017a. Investigation of engineering characteristics of calcareous soils from fringing reef[J]. Ocean Engineering, 134:77-86. doi: 10.1016/j.oceaneng.2017.02.019Wang X Z, Wang X, Jin Z C, et al. 2017b. Shear characteristics of calcareous gravelly soil[J]. Bulletin of Engineering Geology and the Environment, 76(2):561-573. doi: 10.1007/s10064-016-0978-zWang X Z, Wang X, Liu H F, et al. 2017. Field test study of engineering behaviors of coral reef foundation[J]. Rock and Soil Mechanics, 38 (7):2065-2070, 2079. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx201707029Wang X Z, Weng Y L, Wang X, et al. 2018. Interlocking mechanism of calcareous soil[J]. Rock and Soil Mechanics, 39(9):3113-3120. http://d.old.wanfangdata.com.cn/Periodical/ytlx201809002Wang X Z. 2008. Study on engineering geological properties of coral reefs and feasibility of large project construction on Nansha islands[D]. Wuhan: Institute of Rock and Soil Mechnics, Chinese Academy of Sciences.Wei H Z, Zhao T, He J Q, et al. 2018. Evolution of Particle Breakage for Calcareous Sands during Ring Shear Tests[J]. International Journal of Geomechanics, 18(2):04017153. doi: 10.1061/(ASCE)GM.1943-5622.0001073Xu X Y. 2009. Study on dynamic behavior of saturated calcareous soill due to explosion[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Yu H Z. 1999. Experimental study on dynamic characteristics of calcareous sands under cyclic loading[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.Zhang J M, Jiang G S, Wang R. 2009. Research on influences of particle breakage and dilatancy on shear strength of calcareous sands[J]. Rock and Soil Mechanics, 30(7):2043-2048. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200907029Zhang J M. 2004. Study on the fundamental mechanical characteristics of calcareous sand and the influence of particle breakage[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.陈海洋. 2005.钙质砂的内孔隙研究[D].武汉: 中国科学院武汉岩土力学研究所.何建乔, 魏厚振, 孟庆山, 等. 2018.大位移剪切下钙质砂破碎演化特性[J].岩土力学, 39(1):165-172. http://d.old.wanfangdata.com.cn/Periodical/ytlx201801020胡波. 2008.三轴条件下钙质砂颗粒破碎力学性质与本构模型研究[D].武汉: 中国科学院武汉岩土力学研究所.江浩, 汪稔, 吕颖慧, 等. 2010a.钙质砂中模型桩的试验研究[J].岩土力学, 31(3):780-784. http://d.old.wanfangdata.com.cn/Periodical/ytlx201003020江浩, 汪稔, 吕颖慧, 等. 2010b.钙质砂中群桩模型试验研究[J].岩石力学与工程学报, 29 (S1):3023-3028. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb2010z1061李建国. 2005.波浪荷载作用下饱和钙质砂动力特性的试验研究[D].武汉: 中国科学院武汉岩土力学研究所.刘崇权, 单华刚, 汪稔. 1999.钙质土工程特性及其桩基工程[J].岩石力学与工程学报, 18(3):331-335. doi: 10.3321/j.issn:1000-6915.1999.03.021刘崇权, 汪稔. 1998.钙质砂物理力学性质初探[J].岩土力学, 19(1):32-37. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199800687645刘崇权. 1999.钙质土土力学理论及其工程应用[D].武汉: 中国科学院武汉岩土力学研究所.秦月, 孟庆山, 汪稔, 等. 2015.钙质砂地基单桩承载特性模型试验研究[J].岩土力学, 36 (6):1714-1720, 1736. http://d.old.wanfangdata.com.cn/Periodical/ytlx201506025秦月, 姚婷, 汪稔, 等. 2014.基于颗粒破碎的钙质沉积物高压固结变形分析[J].岩土力学, 35(11):3123-3128. http://d.old.wanfangdata.com.cn/Periodical/ytlx201411012单华刚. 2000.珊瑚礁钙质土中桩基工程承载性状研究[D].武汉: 中国科学院武汉岩土力学研究所.孙吉主, 黄明利, 汪稔. 2002.内孔隙与各向异性对钙质砂液化特性的影响[J].岩土力学, 23(2):166-169. doi: 10.3969/j.issn.1000-7598.2002.02.007王新志, 王星, 翁贻令, 等. 2016.钙质砂的干密度特征及其试验方法研究[J].岩土力学, 37 (S2):316-322. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QKC20162016120800082746王新志, 汪稔, 孟庆山, 等. 2009.钙质砂室内载荷试验研究[J].岩土力学, 30 (1):147-151, 156. doi: 10.3969/j.issn.1000-7598.2009.01.025王新志, 王星, 刘海峰, 等. 2017.珊瑚礁地基工程特性现场试验研究[J].岩土力学, 38 (7):2065-2070, 2079. http://d.old.wanfangdata.com.cn/Periodical/ytlx201707029王新志, 翁贻令, 王星, 等. 2018.钙质土颗粒咬合作用机制[J].岩土力学, 39(9):3113-3120. http://d.old.wanfangdata.com.cn/Periodical/ytlx201809002王新志. 2008.南沙群岛珊瑚礁工程地质特性及大型工程建设可行性研究[D].武汉: 中国科学院武汉岩土力学研究所.徐学勇. 2009.饱和钙质砂爆炸响应动力特性研究[D].武汉: 中国科学院武汉岩土力学研究所.虞海珍. 1999.循环荷载作用下钙质砂动力特性的试验研究[D].武汉: 中国科学院武汉岩土力学研究所.张家铭, 蒋国盛, 汪稔. 2009.颗粒破碎及剪胀对钙质砂抗剪强度影响研究[J].岩土力学, 30(7):2043-2048. doi: 10.3969/j.issn.1000-7598.2009.07.029张家铭. 2004.钙质砂基本力学性质及颗粒破碎影响研究[D].武汉: 中国科学院武汉岩土力学研究所.中国科学院南沙综合科学考察队. 1992.南沙群岛永暑礁第四纪珊瑚礁地质[M].北京:海洋出版社. -
Proportional views
- Ethics Statement
- Brief Introducation
- Indexing & Indicator
- Reviewers
- Guide to Authors
- Subscriptions
- ISSN 1004-9665
- CN 11-3249/P
About Journal
- Sponsor: Institute of Electronics, Chinese Academy of Sciences (IECAS) ， China Radar Industry Association
- Phone: 010－82998121，82998124
- Email：gcdz@mail.igcas.ac.cn
Contacts Us
Supported by: Beijing Renhe Information Technology Co. Ltd
Support:
info@rhhz.net
Export File
Citation
DownLoad: