首页> 外文期刊>Journal of Engineering Research >Insitu hydraulic conductivity tests for compacted calcareous sands using Sealed Double Ring Infiltrometers (SDRI)
【24h】

Insitu hydraulic conductivity tests for compacted calcareous sands using Sealed Double Ring Infiltrometers (SDRI)

机译:使用密封双环渗透计(SDRI)对压实钙质砂进行原位水力传导率测试

获取原文
           

摘要

This study uses the Sealed Double Ring Infiltrometers (SDRIs) to measure the infiltrationrates of compacted calcareous sands in the field. Laboratory tests were conducted on thelocally available soil samples to determine the geotechnical parameters that are neededto achieve the lowest hydraulic conductivity at the field. Test pads were constructedat controlled compaction conditions and in-situ hydraulic conductivity experimentswere conducted by Sealed Double Ring Infiltrometer (SDRI). Field measurementswere carried out by recording the SDRI readings periodically. Infiltration rates rangedbetween 1.89 x 10-12 m/s and 1.08 x 10-10 m/s. The results of the study suggest that calacareous sandy soils have achieved lowpermeability values under controlled conditions of compaction and SDRIs can be usedfor prolonged periods of time to obtain the infiltration rates that represent the hydraulicconductivity characteristic of the saturated soil liners.
机译:这项研究使用密封双环渗透仪(SDRI)来测量现场压实钙质砂的渗透率。对当地可用的土壤样品进行了实验室测试,以确定达到最低水力传导率所需的岩土参数。在受控的压实条件下构造测试垫,并通过密封双环渗透计(SDRI)进行原位水力传导率实验。通过定期记录SDRI读数进行现场测量。渗透率介于1.89 x 10-12 m / s和1.08 x 10-10 m / s之间。研究结果表明,在控制压实条件下,石灰质砂土的渗透率值较低,并且SDRIs可以长时间使用,以获得代表饱和土衬的水力传导特性的渗透率。

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