邱志刚, 张常亮, 王振宇, 魏岩朔, 李同录, 蔺晓燕. 2018: 大断面原状黄土抗拉强度试验研究. 工程地质学报, 26(s1): 128-134. DOI: 10.13544/j.cnki.jeg.2018097
    引用本文: 邱志刚, 张常亮, 王振宇, 魏岩朔, 李同录, 蔺晓燕. 2018: 大断面原状黄土抗拉强度试验研究. 工程地质学报, 26(s1): 128-134. DOI: 10.13544/j.cnki.jeg.2018097
    QIU Zhigang, ZHANG Changliang, WANG Zhenyu, WEI Yanshuo, LI Tonglu, LIN Xiaoyan. 2018: EXPERIMENTAL STUDY ON TENSILE STRENGTH OF INTACT LOESS WITH LARGE SECTION. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 128-134. DOI: 10.13544/j.cnki.jeg.2018097
    Citation: QIU Zhigang, ZHANG Changliang, WANG Zhenyu, WEI Yanshuo, LI Tonglu, LIN Xiaoyan. 2018: EXPERIMENTAL STUDY ON TENSILE STRENGTH OF INTACT LOESS WITH LARGE SECTION. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 128-134. DOI: 10.13544/j.cnki.jeg.2018097

    大断面原状黄土抗拉强度试验研究

    EXPERIMENTAL STUDY ON TENSILE STRENGTH OF INTACT LOESS WITH LARGE SECTION

    • 摘要: 抗拉强度是描述黄土力学性质的重要指标,是研究黄土拉张破坏特性的基础。采用自主研发的大断面原状黄土拉伸仪,对陕西泾阳L5原状黄土开展了单轴拉伸试验,测定不同含水率下大断面原状黄土的拉伸应力-应变特征,获得其抗拉强度,并与利用常规三轴剪切试验结果间接获得的抗拉强度值进行对比分析。结果表明:黄土在低含水率时,黄土强度较高,拉应力随拉应变的增加线性增加,破坏时呈脆性;黄土在高含水率时,抗拉强度较低,拉应力随拉应变的增加呈非线性增加,表现出一定的塑性;黄土抗拉强度与含水率呈指数递减关系。与常规三轴试验结果相比,拉伸试验获得的结果较小,更接近实际情况,同时两者之间存在一定的线性关系。

       

      Abstract: Tensile strength is an important index to describe the mechanical properties of loess and the basis for studying the characteristics of loess tensile failure. In this paper, using tensile instrument developed independently for intact loess with large section, several uniaxial tensile tests were conducted on L5 loess in Jingyang County, Shaanxi Province. The tensile stress-strain characteristics and tensile strength of the samples under different water contents were measured, and compared with the result obtained by the conventional triaxial shear test. The results show that the strength of loess at low water content is high, the tensile stress increases linearly with the increment of tensile strain and the failure exhibits brittle. The tensile strength of loess at high water content is low, the tensile stress increases nonlinearly with the increment of tensile strain, and the failure shows some plasticity. The relationship between the tensile strength and the water content shows exponential decline. Compared with the conventional triaxial test results, the tensile test results are smaller and closer to the actual situation, and a certain linear relationship between the two.

       

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