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竖向应力对非饱和玄武岩残积土土-水特征曲线的影响

Influence of Vertical Stress on Soil-Water Characteristic Curve of Unsaturated Basalt Residual Soil

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【作者】 张浪雷学文孟庆山李勇

【Author】 ZHANG Lang;LEI Xuewen;MENG Qingshan;LI Yong;College of Urban Construction,Wuhan University of Science and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Science;

【机构】 武汉科技大学城市建设学院中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室

【摘要】 为探究应力作用对土-水特征曲线的影响,采用非饱和土固结仪,测得了由低到高多级竖向应力作用下的重塑红棕色玄武岩残积土土-水特征曲线,并在此基础上分析了竖向应力对玄武岩残积土土-水特征曲线的影响,利用参数模型对试验结果进行拟合,获得了土-水特征曲线的模型参数,并探讨了其变化规律。结果表明:竖向应力对土-水特征曲线有不可忽视的影响,竖向应力越大,土体水分越不容易排出且减少的速率越慢,土体残余含水率越大,增加相同的基质吸力时,竖向应力越大水分排出量越少,曲线越平缓;模型的拟合效果较好,随着竖向应力的增大,参数B0、t增加,参数B1减小,得到各参数与竖向应力的定量关系式,建立了可以考虑较大范围竖向应力的土-水特征曲线函数表达式。

【Abstract】 The multi-stage vertical stress under the action of red brown-basalt residual soil water characteristic curve by the utilization of unsaturated consolidation apparatus was adopted to analyze the vertical stress of basalt residual soil-water characteristic curve model parameter of soil-water characteristic curve is obtained by making use of parameter model to match the test result and exploration of changing rule is also made. The results show that vertical stress plays an unignorable influence on soil-water characteristic curve. The larger the vertical stress is,the more difficult soil moisture is discharged and the slower the reducing rate is; the larger the vertical stress is,the less discharge capacity of moisture and the greater residual moisture content. If model fitting effect is good,parameters B0 and t increase while parameter B1 decreases along with magnification of vertical stress. Quantitative relational expressions between various parameters and vertical stress are acquired to establish the function expression of soil-water characteristic curve of vertical stress in consideration of wide range.

【基金】 西部交通建设科技项目(2009318802074)
  • 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2017年05期
  • 【分类号】TU43
  • 【被引频次】2
  • 【下载频次】76
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