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泾阳南塬非饱和土的土-水特征曲线试验研究

Research on Soil-Water Characteristic Curve test of Nanyuan unsaturated soil in Jinyang County
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摘要 黄土滑坡目前已成为影响我国多地经济社会发展的重大不利因素[1,2],其中土中基质吸力的消失是导致黄土滑坡产生的一个重要原因[3],土-水特征曲线作为基质吸力研究中的重要工具,仍旧需要大量数据和试验进行不断探索。针对该内容展开试验研究,并将土-水特征曲线推导应用于非饱和渗透系数的估算。 Loess landslides have become a major unfavorable factor affecting the economic and social development of many places in my country[1,2],in which the loss of matrix suction in the soil is an important cause of the loess landslides[3].The Soil-Water Characteristic Curve,as an important tool in the study of matrix suction,still needs a lot of data and experiments for continuous exploration.In this paper,an experimental study is conducted on this content,and the derivation of the Soil-Water Characteristic Curve is applied to the estimation of unsaturated permeability coefficient.
作者 郭媛媛 Guo Yuanyuan(Shanxi Academy of Building Research Co.,Ltd.,Taiyuan 030001,China)
出处 《山西建筑》 2020年第16期77-79,共3页 Shanxi Architecture
关键词 黄土 土-水特征曲线 基质吸力 滤纸法 loess SWCC matric suction filter water method
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  • 1李孝平,王世梅,王卓娟,胡海浪.千将坪滑坡非饱和土的土-水特征曲线试验研究[J].三峡大学学报(自然科学版),2007,29(1):40-42. 被引量:11
  • 2Bishop A W, Blight G E. Some aspects of effectivestress in saturated and unsaturated soil[J].Geotechnique, 1963, 13(3): 177-197. 被引量:1
  • 3Fredlund D G, Morgenstern N R. Stress state variablesfor unsaturated soils[J]. Journal of GeotechnicalEngineering Division American Society of CivilEngineering, 1977, 103(5): 447-466. 被引量:1
  • 4TerzaghiK.理论土力学[M].北京:中国地质出版社,1960.. 被引量:1
  • 5FredlundDG RahardjoH 陈仲颐 张在明 陈愈炯等译.Unsaturated SoilMechanics[M].陈仲颐,张在明,陈愈炯等译.见:非饱和土土力学[C].北京:中国建筑工业出版社,1997.. 被引量:1
  • 6盂长江.非饱和土土-水特征曲线与强度的试验研究及其应用[D].大连:大连理工大学,2006. 被引量:1
  • 7COULOMB C A. Essai sur une application des regles de Maximums et Minimis quelques Probl6mes de Statique, relatifs Architecture[C]//Memoires de Mathematique et de Physique. Paris: Pr6sent6s, Academie Royaledes Sciences, 1776, 3: 38. 被引量:1
  • 8BISHOP A W, ALPAN I, BLIGHT G E, et al. Factors controlling the shear strength of partly saturated cohesive Soils [C]//ASCE Research Conference on Shear Strength of Cohesive Soils. Boulder: University of Colorado, 1960: 503-532. 被引量:1
  • 9FREDLUND D G, MORGENSTERN N R, WIDGER R A. The shear strength of unsaturated soils[J]. Canadian GeotechnicalJournal, 1978, 15: 313-321. 被引量:1
  • 10VANAPALLI S K, FREDLUND D G, PUFAHL D E, et al. Model for the prediction of shear strength with respect to soil suction[J]. Canadian Geotechnical Journal, 1996, 33 : 379-392. 被引量:1

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