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工程科学与技术:2023,55(2):267-274
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土工布环向约束球形鼓胀变形及破坏特性分析
(1.济南大学 水利与环境学院,山东 济南 250022;2.山东省水利工程试验中心,山东 济南 250013)
Analysis of Deformation and Failure Characteristics of Geotextile Spherical Bulging Under Circumferential Constraints
(1.School of Water Conservancy and Environment, Univ. of Jinan, Ji’nan 250022, China;2.Shandong Provincial Hydraulic Test Center, Ji’nan 250013, China)
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投稿时间:2021-12-13    修订日期:2022-04-06
中文摘要: 复合土工膜由土工膜和土工布组成,在平原水库防渗中,土工布起保护加强作用,并对复合土工膜鼓胀变形有重要影响。本文将土工布气胀现象简化为环向约束球形鼓胀变形模型,借助土工布布下铺设的不透气薄膜,通过鼓胀变形专门试验设备,进行鼓胀变形试验,研究土工布鼓胀的变形特征和力学特性,并借助显微镜着重分析土工布变形过程中纤维结构变化过程和胀破机理。结果表明:1)土工膜胀破压力约为土工布胀破压力的50%~60%,可见膜上土工布除起保护作用外,还会对土工膜变形产生约束作用,并增加其抵抗变形的能力。2)土工布在鼓胀变形中,张应力-应变曲线表现为塑性变形特征,可分为线弹性、屈服、强化和胀破拉断共4个阶段。3)土工布鼓胀变形形状为半球状,撕裂点一般出现在冠顶处,且进一步扩展为纺锤形撕裂破坏;微观结构分析表明,针刺短纤维形成的缠结点具有一定的缠结力,缠结点之间的纤维具有一定的拉伸强度,缠结点缠结力逐渐失效和纤维断裂是土工布鼓胀变形破坏的主要原因。4)土工布单位面积质量越大,纤维和缠结点越密,可承受的鼓胀压力越大,即抵抗鼓胀变形的能力越强。研究成果对于分析膜上土工布对土工膜鼓胀变形强度的贡献具有一定实际意义。
Abstract:Composite geomembrane has been widely used in reservoir seepage prevention. Usually, composite geomembrane is composed of geomembrane and geotextile, which plays a protective and strengthening role and has an important influence on the swelling deformation of composite materials. The phenomenon of geotextile inflation was simplified as a hoop-constrained spherical bulging deformation model. With the help of the impermeable film laid under the geotextile, the bulging deformation test was carried out through bulging deformation test equipment, and the deformation characteristics and mechanical characteristics of geotextile bulging were studied. With the help of a microscope, the fiber structure change process and bursting mechanism during the deformation of geotextile are emphatically analyzed. The results showed that the bursting pressure of the geomembrane was about 50%~60% of the bursting pressure of the geomembrane. It could be seen that in addition to protecting the geomembrane, it would also restrain the deformation of the geomembrane and increase its resistance to deformation. In the bulging deformation of geotextile, the tensile stress–strain curve approximately showed the characteristics of plastic deformation, which could be divided into four stages: linear elasticity, yield, strengthening, and bursting and breaking. The swelling deformation shape of the geotextile was hemispherical, and the tear point generally appears at the crown top and further expanded to the spindle-shaped tear failure. The microstructure analysis showed that the twining point formed by the needled short fiber had a certain entanglement force, and the fiber between the twining points had a certain tensile strength. The gradual failure of the twining force of the twining point and the fiber fracture were the main reasons for the swelling deformation failure of the geotextile. The greater the mass of geotextile per unit area, the denser the fiber and the entanglement, the greater the swelling pressure that can withstand, and the stronger the ability to resist deformation. The research results had a practical significance for analyzing the contribution of geotextiles on the membrane to the strength of geomembrane bulging deformation.
文章编号:202101220     中图分类号:TV49    文献标志码:
基金项目:山东省自然科学基金项目(ZR2019MEE106)
作者简介:第一作者:韩瑞晨(1997—),男,硕士生. 研究方向:土木水利工程. E-mail:517605693@qq.com;通信作者:李旺林, 教授,E-mail:cswlw@163.com
引用文本:
韩瑞晨,薛霞,李辰,李旺林.土工布环向约束球形鼓胀变形及破坏特性分析[J].工程科学与技术,2023,55(2):267-274.
HAN Ruichen,XUE Xia,LI Chen,LI Wanglin.Analysis of Deformation and Failure Characteristics of Geotextile Spherical Bulging Under Circumferential Constraints[J].Advanced Engineering Sciences,2023,55(2):267-274.