岩土力学 ›› 2019, Vol. 40 ›› Issue (10): 3733-3740.doi: 10.16285/j.rsm.2019.0270

• 基础理论与实验研究 • 上一篇    下一篇

粒组含量对钙质砂压缩变形特性影响的宏细观研究

沈 扬1,沈 雪1,俞演名2,刘汉龙3, 1,葛华阳1,芮笑曦1   

  1. 1. 河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京 210098; 2. 中国电建集团华东勘测设计研究院有限公司,浙江 杭州 310000;3. 重庆大学 土木工程学院,重庆 400044
  • 收稿日期:2019-01-28 出版日期:2019-10-11 发布日期:2019-10-19
  • 作者简介:沈扬,男,1980年生,博士,教授,博导,主要从事土体静动力学特性和本构理论方面的研究。
  • 基金资助:
    国家自然科学基金(No.51979087);高等学校学科创新引智计划(111计划)(No. B13024)

Macro-micro study of compressive deformation properties of calcareous sand with different particle fraction contents

SHEN Yang1, SHEN Xue1, YU Yan-ming2, LIU Han-long3, 1, GE Hua-yang1, RUI Xiao-xi1   

  1. 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 2. Huadong Engineering Corporation Limited, Power China, Hangzhou, Zhejiang 310000, China; 3. School of Civil Engineering, Chongqing University, Chongqing 400044, China
  • Received:2019-01-28 Online:2019-10-11 Published:2019-10-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51979087) and the 111 Project of China (B13024).

摘要: 钙质砂是一种海洋生物成因的特殊岩土介质,其颗粒形态与基本性质较一般陆源砂有很大的不同。一方面通过钙质砂及石英砂的显微镜三维成像试验,对比研究了钙质砂的三维颗粒形态特征。发现相比石英砂,钙质砂颗粒棱角更显著,轮廓趋于扁平。另一方面,对两砂进行一维压缩试验,分析了各粒组含量对钙质砂压缩特性的影响规律,并利用三维形态分析从细观上解释了钙质砂的压缩宏观特性。发现相同级配、密实度下,钙质砂的压缩性比石英砂高约60%~160%(以av1-2表征),且粗粒组(5~1 mm)含量对钙质砂的压缩性影响最为显著;当粗粒组含量<25%,中、细粒组质量比值M一定时,存在最劣粗粒含量使钙质砂压缩性最大,且该值随着M的增大而减小,并提出了一个经验公式。

关键词: 钙质砂, 压缩特性, 颗粒形态, 颗粒级配

Abstract: Calcareous sand is a special type of rock soil developing in the ocean. This marine sediment with irregular shape has different mechanical properties from the land originated sand. On one hand, microscopic 3D imaging was conducted in this paper for comparing the micro properties of calcareous and quartz sands. It can be found that calcareous sand particles are multi-angular and flatter in comparison with quartz sand. On the other hand, the effect of different particle fraction contents on compressive deformation properties of calcareous sand was investigated in compression tests. Then the 3D morphology was used to discuss the effect mechanism from a microscopic viewpoint. Quartz sand was used as a reference for comparison. It is shown that the compressibility of calcareous sand is 1.6-2.6 times that of quartz sand under the same gradation and compactness. The effect of the coarse fraction (5-1 mm) content in the gradation plays the most significant role in this feature. When the content of coarse particles is less than 25% and the mass ratio of middle and fine particles (M) is constant, there is the worst coarse fraction content causing the greatest compressibility of calcareous sand. With the increase of the mass ratio of middle and fine particles, the worst coarse fraction content decreases, and an empirical formula is proposed.

Key words: calcareous sand, compressibility, particle morphology, gradation

中图分类号: 

  • TU 433
[1] 闫超萍, 龙志林, 周益春, 旷杜敏, 陈佳敏, . 钙质砂剪切特性的围压效应和粒径效应研究[J]. 岩土力学, 2020, 41(2): 581-591.
[2] 芮圣洁, 国振, 王立忠, 周文杰, 李雨杰, . 钙质砂与钢界面循环剪切刚度与阻尼比的试验研究[J]. 岩土力学, 2020, 41(1): 78-86.
[3] 张晨阳, 谌民, 胡明鉴, 王新志, 唐健健, . 细颗粒组分含量对钙质砂抗剪强度的影响[J]. 岩土力学, 2019, 40(S1): 195-202.
[4] 柴 维, 龙志林, 旷杜敏, 陈佳敏, 闫超萍. 直剪剪切速率对钙质砂强度及变形特征的影响[J]. 岩土力学, 2019, 40(S1): 359-366.
[5] 胡明鉴, 崔 翔, 王新志, 刘海峰, 杜 韦, . 细颗粒对钙质砂渗透性的影响试验研究[J]. 岩土力学, 2019, 40(8): 2925-2930.
[6] 张升, 乔春晖, 李希, 沈远, . 考虑级配多样性的颗分试验取样质量理论研究[J]. 岩土力学, 2019, 40(7): 2555-2562.
[7] 彭宇, 丁选明, 肖杨, 楚剑, 邓玮婷, . 基于染色标定与图像颗粒分割的 钙质砂颗粒破碎特性研究[J]. 岩土力学, 2019, 40(7): 2663-2672.
[8] 谌民, 张涛, 单华刚, 王新志, 孟庆山, 余克服, . 钙质砂压缩波速与物理性质参数关系研究[J]. 岩土力学, 2019, 40(6): 2275-2283.
[9] 曹 梦, 叶剑红, . 中国南海钙质砂蠕变-应力-时间四参数数学模型[J]. 岩土力学, 2019, 40(5): 1771-1777.
[10] 王 胤, 周令新, 杨 庆. 基于不规则钙质砂颗粒发展的拖曳力系数模型 及其在细观流固耦合数值模拟中应用[J]. 岩土力学, 2019, 40(5): 2009-2015.
[11] 张 昭, 程靖轩, 刘奉银, 齐吉琳, 柴军瑞, 李会勇, . 基于土颗粒级配预测非饱和 渗透系数函数的物理方法[J]. 岩土力学, 2019, 40(2): 549-560.
[12] 谷建晓, 杨钧岩, 王勇, 吕海波, . 基于南水模型的钙质砂应力−应变关系模拟[J]. 岩土力学, 2019, 40(12): 4597-4606.
[13] 胡明鉴, 张晨阳, 崔翔, 李焜耀, 唐健健, . 钙质砂中毛细水高度与影响因素试验研究[J]. 岩土力学, 2019, 40(11): 4157-4164.
[14] 刘钢, 陆瑞, 赵明志, 罗强, 吕超, . 基于椭球模型的圆砾堆积特性分析[J]. 岩土力学, 2019, 40(11): 4371-4379.
[15] 高冉, 叶剑红, . 中国南海吹填岛礁钙质砂动力特性试验研究[J]. 岩土力学, 2019, 40(10): 3897-3896.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!