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压实黄土在溶滤作用下的强度特性
引用本文:高远,于永堂,郑建国,梁谊.压实黄土在溶滤作用下的强度特性[J].岩土力学,2019,40(10):3833-3843.
作者姓名:高远  于永堂  郑建国  梁谊
作者单位:1. 西安建筑科技大学 土木工程学院,陕西 西安 710055;2. 机械工业勘察设计研究院有限公司,陕西 西安 710043
基金项目:陕西省科技统筹创新工程计划项目(No. 2016KTZDSF04–05–01);陕西省“三秦学者”创新团队支持计划资助(No. 2013KCT–13);国机集团重点研发项目(No. SINOMACH2017–249)。
摘    要:为探究压实黄土Q2在溶滤作用下可溶盐对强度的影响,开展了12种应力组合的溶滤试验,测定了不同溶滤时长的离子浓度、可溶盐量与极限正应力。试验结果表明,各离子浓度、可溶盐量及极限正应力均具阶段性减少的特点。应力组合中,溶滤应力水平s影响离子和可溶盐变化曲线的形式及滞后性, 影响溶盐曲线的平滑度,而最终溶盐残余量与s和 均呈正相关。为衡量不同 时的溶盐溶解差异,定义了平均差异性指标 ,其值与s呈正比。为评价溶滤进程,将各溶滤阶段溶盐相对变化量定义为溶盐比 ,其值小于1%时判定溶滤进程结束。在强度方面,极限正应力 随相对可溶盐量 的减少而减小,s决定弱化初期的剧烈程度,不同围压时 值的差异性随s的增大而减弱。 的这3种弱化特性表明,溶滤变形及强度弱化是可溶盐和应力组合共同作用的结果。最后,建立了考虑可溶盐与应力组合影响的强度弱化公式。

关 键 词:压实黄土Q2  溶滤  可溶盐  应力组合  强度弱化  
收稿时间:2019-01-14

Strength characteristics of compacted loess during leaching
GAO Yuan,YU Yong-tang,ZHENG Jian-guo,LIANG Yi.Strength characteristics of compacted loess during leaching[J].Rock and Soil Mechanics,2019,40(10):3833-3843.
Authors:GAO Yuan  YU Yong-tang  ZHENG Jian-guo  LIANG Yi
Affiliation:1. College of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shaanxi 710055, China; 2. China Jikan Research Institute of Engineering Investigation and Design Co., Ltd., Xi’an, Shaanxi 710043, China
Abstract:Leaching tests under 12 kinds of stress combination were carried out to explore the weakening effect of soluble salt on the strength of compacted loess (Q2) during leaching. The ion concentration, soluble salt content and ultimate normal stress with different times of infiltration were determined. The results showed that the ion concentrations, the soluble salt amount and shear strength decreased in a step-like manner during leaching. With regard to the stress combination, the leaching stress (s) affected the form and hysteresis of the curves of ion and soluble salt; the confining pressure ( ) changed the smoothness of the curve; the soluble salt residue was positively correlated with s and . To measure the difference of soluble salt content under different , the average difference index ( ) was defined, and the index was positively proportional to s. To evaluate the process of leaching, the relative change amount of soluble salt content ( ) was defined as the dissolved salt ratio. When the value was less than 1%, the leaching process was determined to be stable. In terms of shear strength, the ultimate normal stress ( ) decreased with the decrease of relative soluble salt; s determined the intensity of the initial weakening; the difference of between different confining pressures weakened with the increase of s. The three characteristics of indicate that the occurrences of weakened strength and deformation in the leaching process are the result of the combined action of stress and changes in the soluble salt. Finally, the strength weakening formula considering the combined effect of soluble salt and stress was established.
Keywords:compacted loess Q2  leaching  soluble salt  stress combination  strength weakening  
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