|本期目录/Table of Contents|

[1]顾欣,徐洪钟.干湿循环作用下纤维加筋膨胀土的裂隙及强度特性研究[J].南京工业大学学报(自然科学版),2016,38(03):81-86.[doi:10.3969/j.issn.1671-7627.2016.03.014]
　GU Xin,XU Hongzhong.Study on crack properties of fiber-reinforced expansive soil under condition of wetting-drying circle[J].Journal of NANJING TECH UNIVERSITY(NATURAL SCIENCE EDITION),2016,38(03):81-86.[doi:10.3969/j.issn.1671-7627.2016.03.014]
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干湿循环作用下纤维加筋膨胀土的裂隙及强度特性研究()
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《南京工业大学学报（自然科学版）》[ISSN:1671-7627/CN:32-1670/N]

卷:
38
期数:
2016年03期
页码:
81-86
栏目:
出版日期:
2016-05-28

文章信息/Info

Title:
Study on crack properties of fiber-reinforced expansive soil under condition of wetting-drying circle
文章编号:
1671-7627(2016)03-0081-06
作者:
顾欣; 徐洪钟
南京工业大学 交通运输工程学院,江苏 南京 210009
Author(s):
GU Xin; XU Hongzhong
College of Transportation Science & Engineering,Nanjing Tech University,Nanjing 210009,China
关键词:
膨胀土;  干湿循环;  纤维加筋;  图像处理;  裂隙;  无侧限抗压强度
Keywords:
expansive soil;  wetting-drying cycle;  fiber reinforcement;  image processing;  crack;  unconfined compressive strength
分类号:
TU443
DOI:
10.3969/j.issn.1671-7627.2016.03.014
文献标志码:
A
摘要:
膨胀土具有湿胀干缩的特性,在干湿循环作用下土体会产生裂隙,裂隙的发育会破坏土体结构,对土体强度产生影响。通过开展室内膨胀土干湿循环试验和无侧限抗压强度试验,采用数字图像处理技术分析试样表面裂隙,研究膨胀土在干湿循环作用下的开裂特性和纤维加筋对裂隙发育的抑制作用以及强度随裂隙开展的变化规律。结果表明:膨胀土表面裂隙率以及裂隙长度、宽度和分维数等定量指标随着干湿循环次数增加呈双曲线型增大,经历5次循环之后趋于稳定; 无侧限抗压强度随干湿循环次数的增加呈双曲线型衰减,经历5次循环之后强度也趋于稳定; 强度指标随裂隙率的增加而降低,二者呈线性递减关系。试验过程中纤维土各裂隙指标均小于素膨胀土,而强度均大于素膨胀土,体现了纤维加筋减小膨胀土裂隙性、提高土体强度和整体性的良好效果。
Abstract:
The characteristics of expanding in the wetting environment and shrinking in the drying environment are significant to expansive soil.Crack occurs under the effects of wetting-drying cycles.Development of crack will destroy the soil structure and weaken the soil strength.Thus, a series of cycle wetting-drying tests and unconfined compressive strength tests were carried out to precisely study the crack properties under the effect of wetting-drying cycle and the effect of fiber reinforcement on the inhibition of crack development and the pattern of strength changing with crack development.The quantitative analysis of the surface fracture of the samples shows that the crack index, length, width and fracted dimension increases with the number of cycle in a hyperbolic type,and the growth trend tends to be stable after 5 cycles.Unconfined compressive strength also decreases with the process of wetting-drying cycles in a hyperbolic type and tends to be stable after 5 cycles.The relationship of crack and strength demonstrates to be negatively correlated.The crack index of fiber-reinforced soil in the tests is lower than that of unreinforced,while strength is higher.It indicates that fiber reinforcement has positive effect on constraining deformation,reducing crack and improving strength and integrity in expansive soil.

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备注/Memo

备注/Memo:
收稿日期:2015-04-28
基金项目:国家自然科学基金(41072217); 江苏省高校“青蓝工程”
作者简介:顾欣(1989—),男,江苏泰兴人,硕士,主要研究方向为岩土地下工程; 徐洪钟(联系人),教授,E-mail: hzhxu@163.com.
引用本文:顾欣,徐洪钟.干湿循环作用下纤维加筋膨胀土的裂隙及强度特性研究[J].南京工业大学学报(自然科学版),2016,38(3):81-86..
更新日期/Last Update: 2016-05-20