掺粉煤灰压实黄土环剪试验研究

温明星, 骆亚生, 刘紫韦, 陈柯君

长江科学院院报 ›› 2016, Vol. 33 ›› Issue (3) : 70-74.

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长江科学院院报 ›› 2016, Vol. 33 ›› Issue (3) : 70-74. DOI: 10.11988/ckyyb.20141039
岩土工程

掺粉煤灰压实黄土环剪试验研究

  • 温明星1,2, 骆亚生1, 刘紫韦1, 陈柯君1
作者信息 +

Ring Shear Test of Compacted Loess Blended with Fly Ash

  • WEN Ming-xing1,2, LUO Ya-sheng1, LIU Zi-wei1, CHEN Ke-jun1
Author information +
文章历史 +

摘要

为了探究掺粉煤灰压实黄土残余强度特性,采用HJ-1型环剪仪对不同含水率和不同粉煤灰掺量条件下的黄土进行试验研究。结果表明:随着粉煤灰掺量的增大,土样最大干密度近似呈线性减小,而最优含水率近似呈线性增加;平衡含水率以下,残余强度与掺灰量呈负相关,平衡含水率以上,残余强度与掺灰量呈正相关。在工程应用中,可以考虑用适量粉煤灰处理较湿土,以达到降低土体自重,同时增强残余强度的目的。

Abstract

In order to explore the residual strength characteristics of compacted loess blended with fly ash, and provide reference for engineering practice, we carry out experimental research on loess by using HJ-1 ring shear apparatus in the presence of different moisture contents and blending ratios of fly ash. The results showed that 1) with the increase of blending ratio of fly ash, the maximum dry density linearly decreases, whereas the optimum moisture content linearly increases; 2) if moisture content is below equilibrium moisture content, the relation between residual strength and blending ratio of fly ash shows tendency of negative correlation, otherwise, the relation shows tendency of positive correlation. In actual projects, we can treat wet soil with suitable proportions of fly ash to reduce the self weight of soil and to improve residual strength.

关键词

粉煤灰 / 黄土 / 环剪试验 / 平衡含水率 / 残余强度

Key words

fly ash / loess / ring shear test / equilibrium moisture content / residual strength

引用本文

导出引用
温明星, 骆亚生, 刘紫韦, 陈柯君. 掺粉煤灰压实黄土环剪试验研究[J]. 长江科学院院报. 2016, 33(3): 70-74 https://doi.org/10.11988/ckyyb.20141039
WEN Ming-xing, LUO Ya-sheng, LIU Zi-wei, CHEN Ke-jun. Ring Shear Test of Compacted Loess Blended with Fly Ash[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(3): 70-74 https://doi.org/10.11988/ckyyb.20141039
中图分类号: TU43   

参考文献

[1] 吴正直.粉煤灰房建材料的开发与应用[M].北京:中国建材工业出版社,2003.
[2] 鲁晓勇,朱小燕. 粉煤灰综合利用的现状与前景展望[J]. 辽宁工程技术大学学报, 2005, 24(2): 295-298.
[3] KIM B, PREZZI M, SALGADO R. Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments[J].Journal of Geotechnical and Geoenvironmental Engineering, 2005,131(7): 914-924.
[4] 张爱军,骆亚生,李 鹏. 水力冲填粉煤灰坝施工固结特性分析[J]. 西北农林科技大学学报(自然科学版),2004,32(11) :138-142.
[5] 骆亚生,李 靖,徐 丽.掺土粉煤灰的工程性质试验研究[J].岩土力学,2009,30(增2):68-71.
[6] 郭 鸿,骆亚生,杨永俊.掺黄土粉煤灰的渗透特性[J]. 西北农林科技大学学报(自然科学版),2009,37(9):219-223.
[7] 董 雷,陈丰智.掺土粉煤灰在坝基路基中的特性研究[J].重庆建筑,2009, (1):34-39.
[8] 戴福初,王思敬,李焯芬. 香港大屿山残坡积土的残余强度试验研究[J]. 工程地质学报,1998, 6(3): 223-229.
[9] 陈 松,徐光黎,陈国金,等.三峡库区黄土坡滑坡滑带工程地质特征研究[J]. 岩土力学, 2009,30(10):3048-3052.
[10]吴 迪, 简文彬, 徐 超. 残积土抗剪强度的环剪试验研究[J]. 岩土力学, 2011, 32(7): 2045-2050.
[11]DEWOOLKAR M M,HUZJAK R J.Drained Residual Shear Strength of Some Clay Stones from Front Range, Colorado[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005,131(12) :1543- 1551.
[12]黄文熙.土的工程性质[M].北京:水利电力出版社,1983.
[13]LAMBE T W. A Mechanistic Picture of Shear Strength in Clay[C]∥ Soil Mechanics and Foundations Division of ASCE. Proceedings of the Research Conference on Shear Strength of Cohesive Soils. University of Colorado, Colorado, USA, June 13-17, 1960:555-580.

基金

国家自然科学基金项目(51178392)

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