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| Study on engineering properties of sand with different calcium carbonate contents |
| LI Sa,LIU Fushi,DAI Xu,ZHANG Yanlong |
| (Civil Engineering Department,Tianjin University,Tianjin 300072,China) |
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Abstract In order to study the influence of calcium carbonate content on the engineering properties of sand,the laboratory tests on four grain groups of sand with different calcium carbonate content are conducted. The characteristics of particle breakage and shear strength of sands are analyzed,and the results show that:The relative breakage increases with the increment of calcium carbonate content and the grain size. With the increase of the normal stress,the effect of calcium carbonate content on relative breakage becomes more obviously. The influence of calcium carbonate content on sand shear strength is significant,the friction angles increases with the increment of calcium carbonate content,and the larger the particle size is,the more obvious influence appears. The friction angle of small particle with high calcium carbonate content are close to that of large particle with low calcium carbonate content. Considering the effect of calcium carbonate content and particle size,an index named carbonate content index is suggested,and the soils are classified based on it.
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| [1] 张家铭,张 凌,蒋国盛,等. 剪切作用下钙质砂颗粒破碎试验研究[J]. 岩土力学,2008,29(10):2 789–2 793.(ZHANG Jiaming,ZHANG Lin,JIANG Guosheng,et al. Research on particle crushing of calcareous sands under triaxial shear[J]. Rock and Soil Mechanics,2008,29(10):2 789–2 793.(in Chinese))
[2] 白晓宇. 钙质岩土工程性状研究[硕士学位论文][D]. 青岛:青岛理工大学,2010.(BAI Xiaoyu. Study on engineering character of calcareous soil[M. S. Thesis][D]. Qingdao:Qingdao Technological University,2010.(in Chinese))
[3] 马 林. 钙质土的剪切特性试验研究[J]. 岩土力学,2016,37(增1):309–316.(MA Lin. Experimental study of shear characteristics of calcareous gravelly soil[J]. Rock and Soil Mechanics,2016,37(Supp.1):309–316.(in Chinese))
[4] 江 浩,汪 稔,吕颖慧,等. 钙质砂中模型桩的试验研究[J]. 岩土力学,2010,31(3):780–784.(JIANG Hao,WANG Ren,LV Yinghui,et al. Test study of model pile in calcareous sands[J]. Rock and Soil Mechanics,2010,31(3):780–784.( in Chinese))
[5] 钱 琨,王新志,陈剑文,等. 南海岛礁吹填钙质砂渗透特性试验研究[J]. 岩土力学,2017,38(6):1 557–1 564.(QIAN Kun,WANG Xinzhi,CHEN Jianwen,et al. Experimental study on permeability of calcareous sand for islands in the South China Sea[J]. Rock and Soil Mechanics,2017,38(6):1 557–1 564.( in Chinese))
[6] WANG Y,REN Y B,YANG Q. Experimental study on the hydraulic conductivity of calcareous sand in south China sea[J]. Marine Georesources and Geotechnology,2017,35(7):1 037–1 047.
[7] 胡明鉴,蒋航海,朱长歧,等. 钙质砂的渗透特性及其影响因素探讨[J]. 岩土力学,2017,38(10):2 895–2 900.(HU Mingjian,JIANG Hanghai,ZHU Changqi,et al. Discussion on permeability of calcareous sand and its influencing factors[J]. Rock and Soil Mechanics,2017,38(10):2 895–2 900.( in Chinese))
[8] 蒋明镜,吴 迪,曹 培,等. 基于SEM图片的钙质砂连通孔隙分析[J]. 岩土工程学报,2017,39(增1):1–5.(JIANG Mingjing,WU Di,CAO Pei,et al. Connected inner pore analysis of calcareous sands using SEM[J]. Chinese Journal of Geotechnical Engineering,2017,39(Supp.1):1–5.(in Chinese))
[9] 朱长歧,陈海洋,孟庆山,等. 钙质砂颗粒内孔隙的结构特征分析[J]. 岩土力学,2014,35(7):1 831–1 836.(ZHU Changqi,CHEN Haiyang,MENG Qingshan,et al. Microscopic characterization of intra-pore structures of calcareous sands[J]. Rock and Soil Mechanics,2014,35(7):1 831–1 836.(in Chinese))
[10] 张家铭,汪 稔,石祥锋,等. 侧限条件下钙质砂压缩和破碎特性试验研究[J]. 岩石力学与工程学报,2005,24(18):3 327– 3 331.(ZHANG Jiangming,WANG Ren,SHI Xiangfeng,et al. Compression and crushing behavior of calcareous sand under confined compression[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(18):3 327–3 331.(in Chinese))
[11] 秦 月,姚 婷,汪 稔,等. 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,2014,35(11):3 123–3 128.(QIN Yue,YAO Ting,WANG Ren,et al. Particle breakage-based analysis of deformation law of calcareous sediments under high-pressure consolidation[J]. Rock and Soil Mechanics,2014,35(11):3 123– 3 128.(in Chinese))
[12] 胡 波. 三轴条件下钙质砂颗粒破碎力学性质与本构模型研究[博士学位论文][D]. 武汉:中国科学院研究生院武汉岩土力学研究所,2008.(HU Bo. Research on the particle breakage mechanical characterictics and constitutive model of calcareous sand under triaxial conditions[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2008.(in Chinese))
[13] DEMARS K R,NACCI V A,KELLY W E,et al. Carbonate content:an index property for ocean sediments[C]// Offshore Technology Conference. Texas,American:[s. n.],1976:97–101.
[14] AGARWAL S L,MALHOTRA A K,BANERJEE R L. Engineering properties of calcareous soils affecting the design of deep penetration piles for offshore structures[C]// Offshore Technology Conference,Perth,Australia:[s. n.],1977:544–546.
[15] CLARK A R,WALKER B F. A proposed scheme for the classification and nomemclature for use in the engineering description on Middle Eastern sedimentary rocks[J]. Geotechnique,1977,27(1):93–99.
[16] STERIANOS B. Geotechnical properties of carbonate soils with reference to an improved engineering classification[Ph. D. Thesis][D]. Cape Town:University of Cape Town,1988.
[17] 张兰兰,陈木宏,陈 忠,等. 南海表层沉积物中的碳酸钙含量分布及其影响因素[J]. 地球科学,2010,(6):891–898.(ZHANG Lanlan,CHEN Muhong,CHEN Zhong,et al. Distribution of calcium carbonate and its controlling factors in surface sediments of the south china sea[J]. Journal of Earth Science,2010,(6):891–898.(in Chinese))
[18] FOOKES P G,HIGGINBOTTOM I E. The classification and description of near-shore carbonate sediments for engineering purposes[J]. Geotechnique,1975,25(2):406–411.
[19] DATTA M,GULHATI S K,RAO G V. Engineering behavior of carbonate soils of India and some observations on classification of such soils[C]// DEMARS K R,CHANEY R C,ed. Symposium on performance and Behavior of Calcareous Soils. Florida:ASTM,1982:113–140.
[20] BERINGEN F L,KOLK H J,WINDLE D. Cone penetration and laboratory testing in marine calcareous sediments[C]// DEMARS K R,CHANEY R C,ed. Symposium on performance and Behavior of Calcareous Soils. Florida:ASTM,1982:179–209.
[21] 中华人民共和国国家标准编写组. GB/T50123—1999土工试验方法标准[S]. 北京:中国计划出版社,1999.(The National Standards Compilation Group of People?s Republic of China. GB/T50123—1999 Standard for geotechnical test methods[S]. Beijing:China Planning Press,1999.(in Chinese))
[22] HARDIN B O. Crushing of soil particles[J]. Journal of Geotechnical Engineering,1985,111(10):1 177–1 192.
[23] 秦尚林,杨兰强,陈荣辉,等. 颗粒破碎对绢云母片岩强度和变形影响的试验研究[J]. 岩土力学,2014,35(11):3 086–3 092.(QIN Shanglin,YANG Lanqiang,CHEN Ronghui,et al. Experimental study of effect of particle breakage on strength and deformation of sericite schist[J]. Rock and Soil Mechanics,2014,35(11):3 086–3 092.(in Chinese))
[24] 姜启源,谢金星,叶 俊. 数学模型[M]. 3版. 北京:高等教育出版社,2003:224–244.(JIANG Qiyuan,XIE Jinxing,YE Jun. Math modeling[M]. 3rd ed. Beijing:Higher Education Press,2003:224–244.(in Chinese))
[25] 中华人民共和国国家标准编写组. GB/T50145—2007土的工程分类标准[S]. 北京:中国计划出版社,1999.(The National Standards Compilation Group of People?s Republic of China. GB/T50145—2007 Standard for engineering classification of soil[S]. Beijing:China Planning Press,1999.(in Chinese))
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