非饱和土微观结构与粒间吸力的研究进展

doi:10.16285/j.rsm.2019.0613

岩土力学 ›› 2020, Vol. 41 ›› Issue (4): 1095-1122.doi: 10.16285/j.rsm.2019.0613

• 基础理论与实验研究 • 下一篇

非饱和土微观结构与粒间吸力的研究进展

孙银磊^{1, 2，}汤连生^{1, 2}，刘洁^{1, 2}

1. 中山大学地球科学与工程学院，广东广州 510275；2. 中山大学广东省地质过程与矿产资源探查重点实验室，广东广州 510275

收稿日期:2019-04-01 修回日期:2019-07-15 出版日期:2020-04-11 发布日期:2020-07-01
作者简介:孙银磊，男，1986年生，博士，博士后，主要从事非饱和土吸力方面的研究工作。
基金资助:
国家自然科学基金面上项目（No. 41877229）；广东省自然科学基金（No. 2018B030311066，No. 2019A1515010554）；中国博士后科学基金（No. 2019M663241）；中央高校基本科研业务费项目（No. 20lgpy39）。

Advances in research on microstructure and intergranular suction of unsaturated soils

SUN Yin-lei^{1, 2}, TANG Lian-sheng^{1, 2}, LIU Jie^{1, 2}

1. School of Earth Sciences and Engineering, Sun Yat-sen University, Guangzhou, Guangdong 510275, China; 2. Guangdong Provincial Key Lab of Geodynamics and Geohazards, Sun Yat-sen University, Guangzhou, Guangdong 510275, China

Received:2019-04-01 Revised:2019-07-15 Online:2020-04-11 Published:2020-07-01
Contact: 汤连生，男，1963年生，博士，教授，博士生导师，主要从事非饱和土力学方面的研究工作。E-mail: eestls@mail.sysu.edu.cn E-mail:sunylei@mail2.sysu.edu.cn
Supported by:
This work was supported by the General Program of National Natural Science Foundation of China (41877229), the Guangdong Basic and Applied Basic Research Foundation (2018B030311066, 2019A1515010554), the China Postdoctoral Science Foundation (2019M663241) and the Fundamental Research Funds for the Central Universities (20lgpy39).

摘要/Abstract

摘要： 吸力是非饱和土研究的重点也是其难点。重点在于自然界中诸多物理现象可以用吸力去解释，难点在于非饱和土吸力的量化测试技术现在还不成熟。非饱和土作为地球表层广泛存在的三相组合材料，其力学性质远远比饱和土复杂，归根结底在于土中水气界面形成的弯液面收缩膜，导致了土体孔隙产生吸力。非饱和土体的强度变形特征就是其内部吸力不断变化的宏观表现形式，其宏观物理力学性质与吸力之间存在一个桥梁——微观结构。对非饱和土微观结构和吸力理论、试验研究的整体把握是完善土力学的一个重要方法。开展对非饱和土液桥动态结构演化及吸力力链分布特性的研究，是全面了解非饱和土力学性能的重要基础之一，也是深入把握和量化非饱和土吸力的重要手段。

关键词: 非饱和土, 微观结构, 粒间吸力, 液桥, 颗粒接触

Abstract: Suction is a focus of unsaturated soil research and investigation on suction is challenging. Many physical phenomena in nature can be explained by suction, and the research challenge is that the quantitative measurement technology of unsaturated soil suction is immature. Unsaturated soil, as a three-phase composite material widely exists on the earth surface, has far more complicated mechanical properties than saturated soil. The main reason is that a curved liquid surface contraction film is formed at the water-air interface in the unsaturated soil, which causes the soil pores to produce suction. The strength and deformation characteristics of unsaturated soil are the macroscopic manifestations of its internal suction, and the microstructure serves as a bridge to connect macroscopic physical and mechanical properties with suction. It is an important way to improve soil mechanics to grasp the microstructure of unsaturated soil as well as the theory and experiment of suction. It is pointed out that the research on the dynamic structure evolution of unsaturated soil-liquid bridge and the distribution characteristics of suction force chain is an important basis to fully understand the mechanical properties of unsaturated soil, and it is also an important means to grasp and quantify the suction of unsaturated soil.

Key words: unsaturated soil, micro-structure, intergranular suction, liquid bridge, particle contact

中图分类号:

TU 432

孙银磊, 汤连生, 刘洁, . 非饱和土微观结构与粒间吸力的研究进展[J]. 岩土力学, 2020, 41(4): 1095-1122.

SUN Yin-lei, TANG Lian-sheng, LIU Jie, . Advances in research on microstructure and intergranular suction of unsaturated soils[J]. Rock and Soil Mechanics, 2020, 41(4): 1095-1122.

参考文献

相关文章 15

[1]	宋朝阳, 赵成刚, 韦昌富, 马田田, . 非饱和土平均粒间应力的计算及应用[J]. 岩土力学, 2020, 41(8): 2665-2674.
[2]	赵怡晴, 吴常贵, 金爱兵, 孙浩, . 热处理砂岩微观结构及力学性质试验研究[J]. 岩土力学, 2020, 41(7): 2233-2240.
[3]	杨志浩, 岳祖润, 冯怀平, . 非饱和粉土路基内水分迁移规律试验研究[J]. 岩土力学, 2020, 41(7): 2241-2251.
[4]	陈昊, 胡小荣. 非饱和土三剪强度准则及验证[J]. 岩土力学, 2020, 41(7): 2380-2388.
[5]	朱楠, 刘春原, 赵献辉, 王文静, . 不同应力路径下K0固结结构性黏土微观结构特征试验研究[J]. 岩土力学, 2020, 41(6): 1899-1910.
[6]	文伟, 赖远明, 尤哲敏, 李积锋, . 基于Pitzer离子模型的盐渍非饱和土孔隙相对湿度计算[J]. 岩土力学, 2020, 41(6): 1944-1952.
[7]	陶帅, 董毅, 韦昌富, . 环境湿度可控的土体小应变刚度试验系统[J]. 岩土力学, 2020, 41(6): 2132-2142.
[8]	柳鸿博, 周凤玺, 岳国栋, 郝磊超. 非饱和土中热弹性波的传播特性分析[J]. 岩土力学, 2020, 41(5): 1613-1624.
[9]	李潇旋, 李涛, 李舰, 张涛. 循环荷载下非饱和结构性黏土的弹塑性双面模型[J]. 岩土力学, 2020, 41(4): 1153-1160.
[10]	杜宇翔, 盛谦, 王帅, 付晓东, 罗红星, 田明, 王立纬, 梅鸿儒. 昔格达组半成岩微观结构与力学性质研究[J]. 岩土力学, 2020, 41(4): 1247-1258.
[11]	李华, 李同录, 江睿君, 范江文. 基于滤纸法的非饱和渗透性曲线测试[J]. 岩土力学, 2020, 41(3): 895-904.
[12]	程涛, 晏克勤, 胡仁杰, 郑俊杰, 张欢, 陈合龙, 江志杰, 刘强, . 非饱和土拟二维平面应变固结问题的解析计算方法[J]. 岩土力学, 2020, 41(2): 453-460.
[13]	邓子千, 陈嘉帅, 王建伟, 刘小文, . 基于SFG模型的统一屈服面本构模型与试验研究[J]. 岩土力学, 2020, 41(2): 527-534.
[14]	李潇旋, 李涛, 彭丽云, . 控制吸力循环荷载下非饱和黏性土的弹塑性双面模型[J]. 岩土力学, 2020, 41(2): 552-560.
[15]	张善凯, 冷先伦, 盛谦, . 卢氏膨胀岩湿胀软化特性研究[J]. 岩土力学, 2020, 41(2): 561-570.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

非饱和土微观结构与粒间吸力的研究进展

Advances in research on microstructure and intergranular suction of unsaturated soils

PDF (Chinese)

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

Metrics

本文评价

推荐阅读 10