曲瑾, 马建林, 杨柏. 2020.三星堆城墙干缩裂缝开裂与扩展机理[J].工程地质学报, 28(3): 610-618. doi: 10.13544/j.cnki.jeg.2018-350.
    引用本文: 曲瑾, 马建林, 杨柏. 2020.三星堆城墙干缩裂缝开裂与扩展机理[J].工程地质学报, 28(3): 610-618. doi: 10.13544/j.cnki.jeg.2018-350.
    Qu Jin, Ma Jianlin, Yang Bai. 2020. Crack initiation and propagation mechanism of earth wall at Sanxingdui City[J]. Journal of Engineering Geology, 28 (3): 610-618. doi: 10.13544/j.cnki.jeg.2018-350.
    Citation: Qu Jin, Ma Jianlin, Yang Bai. 2020. Crack initiation and propagation mechanism of earth wall at Sanxingdui City[J]. Journal of Engineering Geology, 28 (3): 610-618. doi: 10.13544/j.cnki.jeg.2018-350.

    三星堆城墙干缩裂缝开裂与扩展机理

    CRACK INITIATION AND PROPAGATION MECHANISM OF EARTH WALL AT SANXINGDUI CITY

    • 摘要: 针对土遗址干缩裂缝病害,以三星堆月亮湾城墙剖面为依托,探讨干缩裂缝的开裂条件、扩展特征以及失稳扩展条件。研究结果有助于揭示土遗址开裂规律,对遗址保护的工程实践具有指导意义。针对月亮湾城墙土体进行室内干燥试验,通过电子天平记录试样失水过程,采用图像分析技术得到裂缝的开裂与扩展过程,利用数字图像相关技术得到开裂过程的位移场与应变场。结果表明:试样表面缺陷降低了开裂所需的拉应力,缺陷与边界的距离越小,引发开裂的缺陷临界尺寸就越小,因此裂缝更易在试样边界附近缺陷处产生;根据断裂力学理论,考虑含水率对土体性质的影响,裂缝失稳扩展需满足应力强度因子对含水率的增加率大于断裂韧性;理论推导出裂缝失稳扩展临界长度的计算方法,该方法初步得到了实测数据验证;随着含水率从45.6%降低到29.1%,失稳扩展临界长度与试样宽度比值从0.109减小到0.024,含水率越低裂缝越易进入失稳扩展阶段,开裂处一个微小的缺陷就可能引发裂缝的快速扩展;对土遗址表面进行保护时,应着重修补分布在土层边界区域的大尺寸缺陷;定期监测土遗址临空面,一旦发现开裂,应及时对裂缝及其附近缺陷进行修复,以防止裂缝失稳扩展。

       

      Abstract: Considering the desiccation cracks in the earthen sites,the crack initiation conditions,propagation characteristics and unstable propagation conditions of the desiccation cracks are discussed based on the section of Moon Bay Wall in Sanxingdui. The research results help reveal the cracking law of soil sites and have guiding significance for the engineering practice in earthen sites protection. The drying test is carried out for the soil of Moon Bay Wall. The sample water loss process is recorded by electronic balance. The cracking and expansion process of the crack is obtained with image analysis technology. The displacement field and strain field of the cracking process are obtained by digital image correlation technology. The results show that the surface defects of the sample reduce the tensile stress required for cracking. The smaller the distance between the defect and the boundary,the smaller the critical defect dimension of the crack initiation. Therefore,the crack is more likely to be generated near the boundary of the sample. According to the theory of fracture mechanics,considering the influence of water content on the soil properties,the crack unstable propagation need to meet the condition that the increase rate of stress intensity factor to water content should be greater than the fracture toughness. Theoretically,the calculation method for critical length of crack unstable propagation is derived,and the method is initially verified with measured data. As the water content decreases from 45.6%to 29.1%,the ratio between the critical length of the instability propagation to the width of the sample is reduced from 0.109 to 0.024. The lower the water content,the easier the crack enters the instability stage,and a small defect in the crack can trigger a rapid crack expansion. When protecting the surface of soil sites,the work should focus on repairing large-scale defects distributed in the boundary area of soil layers,should regularly monitor the surface of the soil sites. Once cracking is found,the cracks and their nearby defects should be timely repaired to prevent crack instability expansion.

       

    /

    返回文章
    返回