...
首页> 外文期刊>Engineering Geology >Permeability of compacted colliery spoil—a parametric study
【24h】

Permeability of compacted colliery spoil—a parametric study

机译:压实矿渣的渗透性—参数研究

获取原文
获取原文并翻译 | 示例
           

摘要

Parametric studies were undertaken into the keyfactors affecting the hydraulic conductivity of a South Walescolliery spoil i.e.moulding moisture content, material properties,comparative effort, and confining stress. The studies were carriedout in the context of the construction of a colliery spoil landfillliner. The mounding moisture content of the compacted collieryspoil was found to give the lowest permeability at approximately1% wetter than optimum, a trend similar to that reported forcompacted clays, while increased comparative effort led toreduced permeability. The particle size distribution fromweathered samples of the spoil was typically found to be close tothe idealised Fuller's curve, with sufficient fines to generate anadequately low permeability; adjusting the maximum particle size(up to 50 mm) was not found to produce large variations inpermeability. Finally, confining stress was found to have asignificant impact on permeability particularly at low stress levels.
机译:对影响南威尔士CollColly弃土的水力传导性的关键因素进行了参数研究,即模塑的含水量,材料特性,比较作用力和限制应力。这些研究是在建设煤矿弃渣填埋场衬砌的背景下进行的。发现压实的煤泥的土堆水分含量比最佳润湿度低约1%,具有最低的渗透率,这一趋势与压实粘土报道的趋势相似,而增加的比较努力导致渗透率降低。通常发现来自风化的土samples样品的粒度分布接近理想化的富勒曲线,并具有足够的细度以产生足够低的渗透性。未发现调节最大粒径(最大50毫米)不会产生较大的渗透率变化。最后,发现限制应力对渗透率具有显着影响,特别是在低应力水平下。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号