Experimental Study on Matric Suction of Tailings Sand by Filter Paper Method

XIN Bao-quan, DUAN Zheng-xiao, WAN Lu

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (7) : 125-129.

PDF(3400 KB)
PDF(3400 KB)
Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (7) : 125-129. DOI: 10.11988/ckyyb.20190289
ROCKSOIL ENGINEERING

Experimental Study on Matric Suction of Tailings Sand by Filter Paper Method

  • XIN Bao-quan1,2, DUAN Zheng-xiao3, WAN Lu2
Author information +
History +

Abstract

The purpose of this study is to obtain the rule of tailings sand's matric suction varying with different water content. On the basis of particle gradation test of tailings sand, the matric suction in moisture absorption stage and dehumidification stage of tailings sand were tested respectively using contact filter paper method. Twelve groups of matric suction with a water content ranging from 9% to 40% were acquired. The soil-water characteristic curve (SWCC) of tailings sand in moisture absorption and dehumidification stages is established, and the variation characteristic of SWCC is analyzed. Results indicate that the tailings sand belongs to silty clay. The SWCC of tailings sand in a large suction range obtained by filter paper method approximates an inverted “S” shape. The SWCC of tailings sand can be divided into four stages. With the increase of water content, matric suction decreases in stages. The matric suction of tailings dam measured by filter paper method varies in a large range from 2 711.095 kPa to 22.459 kPa in the process of moisture absorption and from 28.205 kPa to 3 607.825 kPa in the process of dehumidification. The variation law of matric suction in the process of moisture absorption and dehumidification is basically the same. However, the change paths are different and obviously hysteretic. The matric suction in dehumidification process is higher than that in moisture absorption process.

Key words

tailings sand / matric suction / filter paper method / soil-water characteristic curve / moisture content

Cite this article

Download Citations
XIN Bao-quan, DUAN Zheng-xiao, WAN Lu. Experimental Study on Matric Suction of Tailings Sand by Filter Paper Method[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(7): 125-129 https://doi.org/10.11988/ckyyb.20190289

References

[1] 杨校辉,朱彦鹏,郭 楠,等.压实度和基质吸力对土石混合填料强度变形特性的影响研究[J].岩土力学,2017,38(11):3205-3214.
[2] 魏恒志,叶 伟,刘永强,等.极旱后强降雨条件下的黏土坝坡基质吸力变化研究[J].长江科学院院报,2018,35(1):107-111.
[3] 黄志全,岳康兴,李 幻,等.滤纸法测定非饱和膨胀土土水特征曲线试验[J].南水北调与水利科技,2015,13(3):482-486.
[4] 白福青,刘斯宏,袁 骄.滤纸法测定南阳中膨胀土土水特征曲线试验研究[J].岩土工程学报,2011,33(6):928-933.
[5] 陈留凤,彭 华.干湿循环对硬黏土的土水特性影响规律研究[J].岩石力学与工程学报,2016,35(11):2337-2344.
[6] 丁少林,左昌群,刘代国,等.非饱和残积土土-水特性研究及基质吸力估算[J].长江科学院院报,2016,33(3):98-103.
[7] 邵龙潭,覃亚龙,郭晓霞,等.非饱和土有效应力公式验证[J].地下空间与工程学报,2018,14(6):1476-1483.
[8] LIKOS W, LU N. Filter Paper Technique for Measuring Total Soil Suction[J]. Transportation Research Record Journal of the Transportation Research Board, 2002, 1786(1):120-128.
[9] BULUT R, LEONG E C.Indirect Measurement of Suction[J].Geotechnical and Geological Engineering, 2008, 26 (6) :633-644.
[10]SUITS L D, SHEAHAN T C, MARINHO F A M, et al. The Effect of Contact on the Filter Paper Method for Measuring Soil Suction[J]. Geotechnical Testing Journal, 2012, 35(1):103571.
[11]吴珺华,彭东豹,袁俊平,等.滤纸法测定膨胀土总吸力试验及基质吸力预测研究[J].防灾减灾工程学报,2018,38(3):570-574.
[12]陈东霞,龚晓南. 非饱和残积土的土-水特征曲线试验及模拟[J]. 岩土力学, 2014, 35(7): 1885-1891.
[13]唐 栋,李典庆,金浩飞,等. 国产“双圈”牌滤纸吸力率定曲线研究[J]. 武汉大学学报(工学版), 2016, 49(1): 1-8.
[14]王 钊,杨金鑫,况娟娟,等. 滤纸法在现场基质吸力量测中的应用[J]. 岩土工程学报, 2003, 25(4): 405-408.
PDF(3400 KB)

Accesses

Citation

Detail

Sections
Recommended

/