土工基础 ›› 2021, Vol. 35 ›› Issue (5): 610-612.

• 专题论述 • 上一篇    下一篇

赤泥堆场模型坝体研究

陈家琼,陈学美   

  1. (贵州有色地质工程勘察公司,贵阳 550005)
  • 收稿日期:2021-05-06 修回日期:2021-05-29 出版日期:2021-10-31 发布日期:2021-10-22
  • 作者简介:陈家琼(1977-),女,高级工程师,研究方向为岩土工程及水工环地质。

Model Study of a Red Mud Disposal Dam

CHEN Jiaqiong, CHEN Xuemei   

  1. (Guizhou Non-Ferrous Geological Reconnaissance Co. Ltd., Guiyang 550005)
  • Received:2021-05-06 Revised:2021-05-29 Online:2021-10-31 Published:2021-10-22

摘要: 中国铝业遵义氧化铝有限公司赤泥采用干法堆存,为确定赤泥坝在旱季和雨季的开裂和稳定状况,在坝体施工前进行模型坝施工,并对模型坝体赤泥进行物理力学指标测试及坝体稳定性监测,为赤泥筑坝的可行性评价和工程造价提供基础数据。通过对该坝连续人工巡视和观测2个多月,该坝体地表无裂缝、坍塌发生、地表无隆起或下陷、无滑动现象。经监测,位移量均不超过10 mm,现有坝体稳定。通过物理力学指标测试,压实度达95%以上;固结快剪黏聚力平均值36.9 kPa、内摩擦角平均值33.1°;三轴试验(固结不排水)黏聚力平均值45.0 kPa、内摩擦角平均值17.6°,坝体赤泥力学性能好。通过模型坝体试验可知,模型坝施工工艺可行,坝体稳定。

关键词: 赤泥堆场, 模型坝, 物理力学指标, 稳定性, 监测

Abstract: The red mud in Zunyi Alumina Co. Ltd. is usually stockpiled by dry method. In order to determine the red mud cracking and the stability condition of the disposal dam during the dry and rainy seasons, a model dam for the red mud disposal was constructed before the production dam construction. The physical and mechanical properties of red mud in the model dam were tested and the stability of the model dam was monitored for providing the feasibility as well as cost information of production construction. Through the continuous human patrol and equipment observation of the model dam for more than two months, no obvious cracks, collapse, surface uplift or subsidence and sliding phenomenon were observed. After the monitoring, the measured displacement was not more than 10mm, the existing model dam was stable. Through the physical and mechanical indices tests, the degree of compaction reached more than 95%. The average value of consolidated undrained direct shear cohesion was 36.9 kPa, and the tested average value of internal friction angle was 33.1 degrees. The average cohesion of the triaxial test (consolidated undrained) was 45.0 kPa and the average internal friction angle was 17.6 degrees. The mechanical properties of the red mud dam body are acceptable. The model dam test results show that the construction procedures used in the model dam was feasible and the model dam was stable.


Key words: red mud disposal site, model of dam, physical and mechanical indices, stability, monitoring

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