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刘鸣, 龚壁卫, 刘军, 孙慧. 膨胀土(岩)渠坡现场监测技术研究[J]. 岩土工程学报, 2011, 33(zk1): 76-84.
引用本文: 刘鸣, 龚壁卫, 刘军, 孙慧. 膨胀土(岩)渠坡现场监测技术研究[J]. 岩土工程学报, 2011, 33(zk1): 76-84.
LIU Ming, GONG Bi-wei, LIU Jun, SUN Hui. Monitoring technology for canal slopes of expansive soil (rock)[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 76-84.
Citation: LIU Ming, GONG Bi-wei, LIU Jun, SUN Hui. Monitoring technology for canal slopes of expansive soil (rock)[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 76-84.

膨胀土(岩)渠坡现场监测技术研究

Monitoring technology for canal slopes of expansive soil (rock)

  • 摘要: 膨胀土(岩)因其具有特殊的工程特性,易造成渠坡失稳,渠坡处理难度大,从而对工程监测技术提出了更高要求。 系统总结了 监测仪器选型、布置、埋设技术以及包括 水平位移、含水率、吸力、孔隙水压力、土压力等物理量的监测方法和手段 。 渠坡稳定性监测表明,膨胀土(岩)渠坡的破坏与膨胀土(岩)裂隙性和膨胀性均是有关系的,它们或单独作用或共同作用;渠坡处理防护监测表明,换填压重处理措施对浅层失稳防护是有效的,处理后坡内含水率变化受大气影响减小,但仍有波动,其反应的灵敏程度与土体所处的起始状态相关。同时对吸力与含水率关系、孔隙水压力与渠道水位关系、土压力变化等监测成果也进行了探讨。

     

    Abstract: Expansive soil (rock) has special engineering features. The canal slope of expansive soil is instable. It is difficult to deal with the canal slopes of expansive soil. The level of monitoring technology is higher. The selection, layout and laying technology of monitoring equipments as well as the monitoring methods of horizontal displacement, water content, suction, pore water pressure, earth pressure in the canal slopes of expansive soil (rock) are summarized. The stability monitoring of canal slopes shows that the damage of canal slopes of expansive soil (rock) is caused by crack and/or expansion. The monitoring of protection treatment shows that replacement ballasting treatment measure is effective in shallow instability of canal slopes, and water content decreases and fluctuates sensitively with the initial water content being affected by atmosphere. The relationship between suction and water content, the relationship between pore water pressure and water level, variation of earth pressure and other monitoring results are also studied .

     

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