珊瑚礁岩土工程地质的探索与研究——从事珊瑚礁研究30年

汪稔 吴文娟

汪稔, 吴文娟. 2019: 珊瑚礁岩土工程地质的探索与研究——从事珊瑚礁研究30年. 工程地质学报, 27(1): 202-207. doi: 10.13544/j.cnki.jeg.2019-008
引用本文: 汪稔, 吴文娟. 2019: 珊瑚礁岩土工程地质的探索与研究——从事珊瑚礁研究30年. 工程地质学报, 27(1): 202-207. doi: 10.13544/j.cnki.jeg.2019-008
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
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

珊瑚礁岩土工程地质的探索与研究——从事珊瑚礁研究30年

doi: 10.13544/j.cnki.jeg.2019-008
基金项目: 

中国科学院战略性先导科技专项(A类) XDA13010201

国家自然科学基金项目 41330642

国家自然科学基金项目 41472287

国家自然科学基金项目 41372316

国家自然科学基金项目 41602314

详细信息
    作者简介:

    汪稔(1955-), 男, 研究员, 博士生导师, 主要从事珊瑚礁钙质土、珊瑚骨料混凝土耐久性研究工作.Email:rwang@whrsm.ac.cn

    通讯作者:

    吴文娟(1991-), 女, 博士生, 主要从事珊瑚礁钙质土、珊瑚骨料混凝土耐久性等研究工作.Email:ellina_wenjuan@163.com

  • 中图分类号: TU42

EXPLORATION AND RESEARCH ON ENGINEERING GEOLOGICAL PROPERTIES OF CORAL REEFS——ENGAGED IN CORAL REEF RESEARCH FOR 30 YEARS

Funds: 

Strategic Priority Research Program of the Chinese Academy of Sciences XDA13010201

National Natural Science Foundation of China 41330642

National Natural Science Foundation of China 41472287

National Natural Science Foundation of China 41372316

National Natural Science Foundation of China 41602314

  • 摘要: 珊瑚礁是一种特殊的岩土体,从工程地质角度可分为珊瑚砂屑土和珊瑚礁灰岩两大类。本文回顾了珊瑚礁研究30年的基本历程,重点对珊瑚砂屑土的静力学特性、动力学特性、颗粒强度低等特殊力学性能以及桩基工程性质的探索和研究成果进行了回顾与展望,并以南海岛礁工程建设为引,号召更多的科研学者加入到珊瑚礁的研究队伍中,共同促进珊瑚礁工程地质学科的发展。
  • 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.1990.40.4.607
    He 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/ytlx201801020
    Hu 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=ytlx201003020
    Jiang 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=yslxygcxb2010z1061
    Li 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=yslxygcxb199903021
    Liu 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=QK199800687645
    Liu 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=ytlx201506025
    Qin 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/ytlx201411012
    Qin 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.2016.1215362
    Shan 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=ytlx200202007
    The 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=ytlx200901025
    Wang 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.2017.02.019
    Wang 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-z
    Wang 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=ytlx201707029
    Wang 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/ytlx201809002
    Wang 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.1943-5622.0001073
    Xu 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=ytlx200907029
    Zhang 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.
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出版历程
  • 收稿日期:  2018-12-01
  • 修回日期:  2018-12-13
  • 刊出日期:  2019-02-25

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