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干湿循环下红黏土边坡响应的模型试验
引用本文:刘旸,陈开圣,吕梦飞,穆锐.干湿循环下红黏土边坡响应的模型试验[J].水利水电技术,2018,49(8):193-203.
作者姓名:刘旸  陈开圣  吕梦飞  穆锐
作者单位:贵州大学 土木工程学院,贵州 贵阳 550025
基金项目:国家自然科学基金项目“干湿循环下红粘土边坡破坏机理及防护技术研究”( 5166080129)
摘    要:针对降雨/干燥过程中边坡破坏问题,为了解干湿循环过程中红黏土边坡失稳机理以及内部响应过程,以贵州红黏土为研究对象,通过室内堆砌边坡模型,在模型内部不同位置埋设传感器进行了降雨/干燥试验,分析红黏土边坡在干湿循环过程中内部含水率、位移、孔隙水压力变化特征,并观察试验过程中边坡表面破坏发展,探讨红黏土边坡的失稳机理。试验过程中含水率、孔隙水压力皆随着降雨过程而增大,干燥期间逐渐减小,且随着边坡的深度增加,受外界气候变化影响越小,位移在循环过程中逐渐缓慢增加。边坡破坏形式分为降雨过程中面蚀、冲沟,干燥阶段裂缝发育。结果表明:边坡失稳主要是由于整体含水率的增加,导致孔隙水压力上升,土体有效应力下降,横向位移逐渐增加,最终导致滑坡发生,而降雨期边坡表面的破坏以及干燥期裂缝的发育更加剧了这一过程。

关 键 词:红黏土边坡  室内模型试验  干湿循环  失稳机理  滑坡地质灾害  膨胀土边坡  土力学  干缩裂缝开闭机理  
收稿时间:2018-05-28

Model experiment of response of red clay slope under dry-wet cycle
LIU Yang,CHEN Kaisheng,LYU Mengfei,et al.Model experiment of response of red clay slope under dry-wet cycle[J].Water Resources and Hydropower Engineering,2018,49(8):193-203.
Authors:LIU Yang  CHEN Kaisheng  LYU Mengfei  
Affiliation:College of Civil Engineering,Guizhou University,Guiyang 550025,Guizhou,China
Abstract:Aiming at the problem of the slope failure during the rainfall / drying process,a rainfall / drying experiment is carried out through building a slope model in door and embedding sensors inside of various locations of it by taking the red clay in Guizhou Province as the study objective,so as to understand the instability mechanism of the red clay slope and its internal response process,and then the internal water content,displacement and the changing characteristics of pore water pressure of red clay slope during dry-wet cycle are analyzed,while the surface failure development of the slope during the experiment is observed and the instability mechanism of the red clay slope is discussed as well. During the experiment,both the water content and the pore water pressure are to be increased along with the rainfall process and gradually decreased in the drying period,while the impact from the outside climate on them is to be decreased along with the increase of the depth of slope,but the displacement is to be slowly increased in the process of the cycle. The pattern of the slope failure can be divided into surface erosion and gully erosion during rainfall and cracking development during drying. The result shows that the slope instability is mainly caused by the increase of the overall water content,which leads to the rise of pore water pressure,the drop of the effective stress of the soil mass and the gradual increase of the lateral displacement,thus induces a landslide at last; moreover,this process is to be intensified by both the slop surface failure during rainfall and the cracking development during drying.
Keywords:red clay slope  indoor model experiment  wet-dry cycle  mechanism of instability  landslide geological hazard  expansive soil slope  soil mechanics  opening and closing mechanism of dry shrinkage cracks  
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