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干湿循环对石灰粉煤灰固化石油污染土抗压强度的影响

何中江 柴寿喜 李敏

工程地质学报2018,Vol.26Issue(2):438-444,7.
工程地质学报2018,Vol.26Issue(2):438-444,7.DOI:10.13544/j.cnki.jeg.2017-043

干湿循环对石灰粉煤灰固化石油污染土抗压强度的影响

EFFECT OF WETTING AND DRYING CYCLES ON THE COMPRESSIVE STRENGTH OF OIL-CONTAMINATED SOIL TREATED WITH LIME AND FLY ASH

何中江 1柴寿喜 1李敏2

作者信息

  • 1. 天津城建大学地质与测绘学院 天津300384
  • 2. 河北工业大学土木工程学院 天津300401
  • 折叠

摘要

Abstract

In the northern coastal area of China,the alternated phenomenon of rainy season and dry-windy weather is threatening the soil stability.It needs to improve the mechanical properties of treated soil under dry and wet cycles before utilization.The mechanical distribution of oil contaminated soil treated with lime and fly ash are studied in this manuscript.Unconfined compressive strength index is chosen.Wet and dry cycle process is simulated.Results indicate the follows.(1) The quality of treated oil contaminated soil decreased with wet-dry cycle process.It presented small fluctuations in 6 times,then decreased significantly during 7-8 times,and stabilized finally after 9 times.The maximum decrease is 4.5%.(2)The compressive strength of oil contaminated soil treated with lime and fly ash increased first and then decreased with the increasing of dry and wet cycles.It reached the maximum at 3 times.It stabilized after 7 times.The residual strength was more than 70% of initial strength.So the oil contaminated soil treated with lime and fly ash had good water stability.(3)The water stability of treated oil contaminated soil reduced with the increasing of oil contamination levels.The failure gradually tended to hardening type with wet-dry cycle.The best proportion of lime and fly-ash was 0.75.Therefore,the oil-contaminated soil can be used as roadbed fill to achieve the purpose of recycling contaminated soil.

关键词

石油污染土/固化土/干湿循环/抗压强度/盐渍土

Key words

Oil-contaminated soil/Treated soil/Drying-wetting cycles/Compressive strength/Saline soil

分类

天文与地球科学

引用本文复制引用

何中江,柴寿喜,李敏..干湿循环对石灰粉煤灰固化石油污染土抗压强度的影响[J].工程地质学报,2018,26(2):438-444,7.

基金项目

国家自然科学基金(51409079,41272335),河北省自然科学基金(E2014202104),博士点新基金(20131317120013),天津市科技支撑重大项目(15ZXCXSF00070)资助. (51409079,41272335)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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