›› 2017, Vol. 38 ›› Issue (S2): 177-182.doi: 10.16285/j.rsm.2017.S2.024

• 基础理论与实验研究 • 上一篇    下一篇

安哥拉Quelo砂场地渗透特性试验研究

刘争宏1, 3, 4,于永堂2, 3, 4,唐国艺3, 4,刘 智3, 4   

  1. 1. 长安大学 地质工程与测绘学院, 陕西 西安710054; 2. 西安建筑科技大学 土木工程学院, 陕西 西安 710055; 3. 机械工业勘察设计研究院有限公司, 陕西 西安 710043; 4. 陕西省特殊土工程性质与地基处理技术重点实验室, 陕西 西安 710043
  • 收稿日期:2017-05-25 出版日期:2017-11-23 发布日期:2018-06-05
  • 作者简介:刘争宏,男,1980年生,硕士,教授级高工,主要从事湿陷性土工程性质评价与地基处理技术、桩基工程技术研究。
  • 基金资助:

    科技部科技伙伴计划资助项目(No. KY201502002)。

Permeability tests on Angola Quelo sand

LIU Zheng-hong1, 3, 4, YU Yong-tang2, 3, 4, TANG Guo-yi3, 4, LIU Zhi3, 4   

  1. 1. College of Geological Engineering and Surveying, Chang’an University, Xi’an, Shaanxi 710054, China; 2. College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, China; 3. China Jikan Research Institute of Engineering Investigation and Design Co., Ltd., Xi’an, Shaanxi 710043, China; 4. Shaanxi Key Laboratory of Engineering Behavior and Foundation Treatment for Special Soil, Xi’an, Shaanxi 710043, China
  • Received:2017-05-25 Online:2017-11-23 Published:2018-06-05
  • Supported by:

    This work was supported by the Science and Technology Partnership Program, Ministry of Science and Technology of China (KY201502002).

摘要: 安哥拉Quelo砂具有浸水后软化的特殊性质,研究其渗透特性具有重大工程价值。通过室内变水头渗透试验及现场双环注水试验测定了安哥拉Quelo砂天然土和击实土的渗透系数。基于试验结果,统计了Quelo砂渗透系数的范围,分析了渗透系数与孔隙比的关系,探讨了地表水的下渗浸润规律。试验研究结果显示,上部棕红色Quelo砂的渗透系数大,保水性差,地表水极易下渗,而下部杂色Quelo砂渗透系数小,具有形成上层滞水给工程带来危险的条件;棕红色Quelo砂渗透系数与孔隙比之间近似成对数函数关系,而下部杂色Quelo砂不具这种关系;压实后的棕红色Quelo砂渗透系数仍较大,防渗效果不佳。

关键词: Quelo砂, 红砂, 渗透系数, 注水试验, 水敏性土, 浸润线

Abstract: Angola Quelo sand possesses the characteristics of softening and collapsibility when immersed with water; it is of significance to study its permeability for engineering. The permeability coefficient of natural and compacted Angola Quelo sand is measured by laboratory variable head penetration test and double-ring water infiltration test. Based on the test data, the ranges of permeability coefficient of natural and compacted Quelo sand is summarized; the relationship between permeability coefficient and void ratio is analyzed. In addition, the surface water infiltration laws of Quelo sand stratum are discussed. The test results show that the brown-red Quelo sand in the upper stratum is high permeability coefficient and poor water retention; so the surface water is easy to infiltrate into underground, whereas the permeability coefficient of the variegated Quelo sand in the lower stratum is low, which has the conditions for forming perched water, and it will be detrimental for engineering. There is an approximately logarithmical function relationship between permeability coefficient and void ratio of the natural brown-red Quelo sand; however, the variegated Quelo sand in lower stratum does not show this regularity. The permeability coefficient of the compacted brown-red Quelo sand is still higher, and anti-seepage effect is poor.

Key words: Quelo sand, brown-red sand, permeability coefficient, water infiltration test, water sensitive soil, phreatic line

中图分类号: 

  • TU 443

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