长江科学院院报 ›› 2021, Vol. 38 ›› Issue (2): 86-91.DOI: 10.11988/ckyyb.20191480

• 岩土工程 • 上一篇    下一篇

水泥改性土削坡弃料利用问题研究

张恒晟1, 龚壁卫1, 文松霖1, 曹新建2, 王卫2, 胡波1   

  1. 1.长江科学院 水利部岩土力学与工程重点实验室, 武汉 430010,
    2.安徽省引江济淮集团有限公司,合肥 230000
  • 收稿日期:2019-12-02 修回日期:2020-02-05 发布日期:2021-02-23
  • 通讯作者: 龚壁卫(1962-),男, 重庆江津人,硕士,教授级高级工程师,主要从事土的工程性质研究、非饱和土、膨胀土试验研究。E-mail: bwgong@126.com
  • 作者简介:张恒晟(1993-),男,山东青岛人,硕士研究生,主要从事膨胀土的工程特性及处理技术相关研究。E-mail: 530835517@qq.com
  • 基金资助:
    国家重点研发计划项目(2017YFC1501201);中央级公益性科研院所基本科研业务费项目(CKSF2019407/YT,CKSF2019168/YT,CKSF2019373/YT);安徽省引江济淮集团有限公司科技项目(YJJH-ZT-ZX-20191031216)

Utilization of Discards from Cement-modified Soil-cutting of Slope

ZHANG Heng-sheng1, GONG Bi-wei1, WEN Song-lin1, CAO Xin-jian2, WANG Wei2, HU Bo1   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China;
    2. Anhui Provincial Group Limited for Water Diversion from Yangtze River to Huaihe River, Hefei 230000, China
  • Received:2019-12-02 Revised:2020-02-05 Published:2021-02-23

摘要: 水泥改性土换填处理膨胀土边坡施工时,需要超填形成台阶状边坡再按照一定坡比削坡成型,由此,将产生大量的水泥改性土削坡料,如果直接废弃,既会造成浪费又会大量占地。为解决水泥改性土削坡弃料的再利用的问题,在南水北调中线工程水泥改性土填筑施工现场,分别对中膨胀改性土料(水泥掺量6%)和弱膨胀土改性土料(水泥掺量3%)的削坡弃料进行取样试验,通过测试改性土弃料的压实、强度、胀缩和渗透特性等,分析改性土弃料再次作为填料的可能性。研究结果表明,水泥改性土削坡弃料膨胀性、物理特性、强度和变形性能均满足填筑土料要求,仅需要更大的压实功即能达到预期的效果,水泥改性土削坡弃料可以作为改性填料使用。

关键词: 南水北调中线工程, 水泥改性土, 膨胀土, 削坡弃料, 二次利用

Abstract: Large amounts of discards are generated from soil-cutting of slope in replacing expansive soil with cement-modified soil in treatment projects for expansive soil slope. Directly abandoning these discards will lead to waste and also will occupy land. To recycle such discards, we collected samples of moderately expansive modified soil (cement content 6%) and weakly expansive modified soil (cement content 3%) discarded from the filling site of the middle route of South-to-North Water Transfer Project. We further investigated the feasibility of reusing modified soil discards as fillers by testing their compactness, strength, expansion, shrinkage, and permeability features. Results demonstrated that the modified soil discards meet the resuirements of fillers in terms of expansion, physical characteristics, strength and deformation properties except from larger compaction function, thus could be reused as modified fillers.

Key words: middle route of South-to-North Water Transfer Project, cement modified soil, expansive soil, discards from soil cutting of slope, secondary utilization

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