粗粒土常水头渗透试验装置的改进探讨
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田丽霞(1980—), 女, 硕士, 正高级工程师, 从事岩土工程勘察土工测试工作。

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TU41

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Discussion on Improvement of Constant-head Permeability Test Apparatus for Coarse-grained Soils
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Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai 200092, China

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    摘要:

    渗透系数是反映土体透水能力的重要指标,也是工程降排水及防渗设计的关键参数。粗粒土的渗透系数,可通过室内常水头渗透试验方法求得,但目前的试验装置存在水温控制不足、水位测量精度低、金属圆筒操作不直观、金属孔板孔径不明确、过渡层选用欠合理,以及试验效率和准确性不高等问题。针对传统试验装置的缺陷,从符合试验标准要求、提升装置的自动化水平和提高试验精度等方面展开研究,为今后试验装置的改进升级提供技术建议。

    Abstract:

    The permeability coefficient is an important indicator reflecting the water permeability of the soil and is also a key parameter for engineering dewatering, drainage and seepage prevention design. The permeability coefficient of coarse-grained soil can be determined using the constant-head permeability test method in the laboratory. However, the current testing apparatuses have issues such as insufficient water temperature control, low accuracy in water level measurement, non-intuitive operation of metal cylinders, unclear pore sizes of metal plates, improper selection of transition layers, and inefficiencies and inaccuracies in testing. To address the shortcomings of traditional testing devices, research is conducted from the aspects such as meeting the requirements of the test standards, enhancing the automation level of the device, and improving the test accuracy, which provides technical recommendations for future improvements and upgrades of testing apparatuses.

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田丽霞,周黎月.粗粒土常水头渗透试验装置的改进探讨[J].城市道桥与防洪,2026,(10):77-81.

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  • 收稿日期:2026-01-05
  • 最后修改日期:2026-08-20
  • 录用日期:2026-03-07
  • 在线发布日期: 2026-10-18
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