邵吉成, 袁波, 骆嘉成, 等. 2023. 生石灰固化温州淤泥的物理力学性质研究[J]. 工程地质学报, 31(2): 421-431. doi: 10.13544/j.cnki.jeg.2020-583.
    引用本文: 邵吉成, 袁波, 骆嘉成, 等. 2023. 生石灰固化温州淤泥的物理力学性质研究[J]. 工程地质学报, 31(2): 421-431. doi: 10.13544/j.cnki.jeg.2020-583.
    Shao Jicheng, Yuan Bo, Luo Jiacheng, et al. 2023. Physical and mechanical properties of sludge in Wenzhou solidified by quicklime[J]. Journal of Engineering Geology, 31(2): 421-431. doi: 10.13544/j.cnki.jeg.2020-583.
    Citation: Shao Jicheng, Yuan Bo, Luo Jiacheng, et al. 2023. Physical and mechanical properties of sludge in Wenzhou solidified by quicklime[J]. Journal of Engineering Geology, 31(2): 421-431. doi: 10.13544/j.cnki.jeg.2020-583.

    生石灰固化温州淤泥的物理力学性质研究

    PHYSICAL AND MECHANICAL PROPERTIES OF SLUDGE IN WENZHOU SOLIDIFIED BY QUICKLIME

    • 摘要: 为替代温州地下开挖淤泥的填埋处理模式,探究生石灰对温州淤泥的固化效果,并为工程上采用生石灰对温州淤泥的固化提供直接的参考数据,在室内展开对温州淤泥的固化研究,主要探究生石灰对淤泥各项物性指标的影响;并在现场对温州淤泥进行固化研究,采用单桥静力触探试验和平板荷载试验检测固化淤泥承载力。室内试验表明,生石灰的添加对温州淤泥的多项物性指标产生影响,淤泥的工程、力学性质得到改善,当生石灰掺量为4%,固化淤泥的无侧限抗压强度可达116 kPa。现场静力触探试验表明,生石灰对温州淤泥固化效果明显,当生石灰掺量为1% ~5%时,固化淤泥的比贯入阻力平均值为0.439~0.773 MPa;通过现场平板荷载试验可知,生石灰掺量为1% ~5%时,固化淤泥的承载力特征值为126~330 kPa。工程上采用生石灰固化温州淤泥,其承载力特征值可通过本研究的线性方程进行预测。

       

      Abstract: In order to replace the landfill treatment mode of underground excavated sludge in Wenzhou,the solidified effect of quicklime on the sludge is explored. The solidified effect of quicklime on sludge in Wenzhou is provided with direct reference data for engineering. The solidification research of the sludge in Wenzhou is carried out in the laboratory. The influence of quicklime on various physical properties of the sludge is mainly explored. Besides,the solidification of the sludge is studied at field. The bearing capacity characteristic value of the solidified sludge is detected by cone penetration test of single bridge and plate loading test. The laboratory test shows that the addition of quicklime has an effect on many physical properties of the sludge,and the engineering and mechanical properties of the sludge are improved. When the content of quicklime is 4%,the UCS of the solidified sludge can reach 116 kPa. The cone penetration test in field shows that the solidified effect of quicklime on the sludge is obvious. When the content of quicklime is 1% ~5%,the average value of specific penetration resistance of the solidified sludge is 0.439~0.773 MPa. According to the plate loading test at field,when the content of quicklime is 1% ~5%,the characteristic value of the solidified sludge bearing capacity is between 126~330 kPa. In the project,quicklime can be used to solidify sludge,and the characteristic value of its bearing capacity can be predicted by the linear equation in this study.

       

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