工程科学学报，第40卷，第5期：639-648.2018年5月 Chinese Joural of Engineering,Vol.40,No.5:639-648,May 2018 DOI:10.13374/j.issn2095-9389.2018.05.015;http://journals.ustb.edu.cn 渗透剪切作用下黄土的力学特征 谌文武12)，刘伟12区，王娟2)，孙冠平12)，侯小强) 1)兰州大学西部灾害与环境力学教育部重点实验室，兰州7300002)兰州大学土木工程与力学学院，兰州730000 3)甘肃省建筑职业技术学院，兰州730050 区通信作者，E-mail:liuw2013@lzu.cdu.cn 摘要黄土高原地区黄土在灌溉作用下，逐渐达到饱和状态，饱和中，陡坡类黄土坡体自重增加引起下滑力增加.该过程持 续进行后，坡体内部同时发生渗流和剪切过程，导致坡体的变形不断增大，直至破坏后形成滑坡.本文选取黑方台4.29滑坡 为研究对象，在现场调查的基础上，利用滑坡后壁原状黄土试样，基于三轴试验设置10组共60个原状样对饱和黄土的渗透剪 切行为进行模拟.试验中设置了0.5、0.1和0.05mm·min三个不同的加载速率对黄土试样进行剪切，为比较分析，对 0.1 mm-min1剪切速率试样设置了0、1、2和5m几个不同水头进行了试验.试验结果表明：饱和黄土在渗流与剪切耦合作用 下，表现出应变硬化特征，渗透作用明显降低了黄土的强度，尤其是黄土黏聚力降低，其降幅达5.24%~63.35%.对已有强度 指标拟合后获得黄土在渗透剪切工况下的强度修正公式. 关键词饱和黄土；三轴试验：渗透剪切：应变硬化：滑坡 分类号TU43 Mechanical characteristics of loess under seepage shear CHEN Wen-wu2),LIU Wei,WANG Juan'2),SUN Guan-ping'2,HOU Xiao-qiang 1)Key Laboratory of Mechanics on Disaster and Environment in Western China the Minsitry of Eudeation of China),Lanzhou University,Lanzhou 730000,China 2)School of Civil Engineering and Mechanies,Lanzhou University,Lanzhou 730000,China 3)Gansu Construction Vocational Technical College,Lanzhou 730050,China Corresponding author,E-mail:liuw2013@lzu.edu.cn ABSTRACT In the recent years,an increasing number of loess landslides were triggered due to extreme climate.The initiation of lo- ess landslides was related to water,including surface water and groundwater,landform,geologic structure,and other factors.Both sur- face water and groundwater significantly affect loess landslides.Rainfall and irrigation provide plenty of water to loess,creating surface water and groundwater.Surface water flows on the surface of a loess,infiltrating into loess at the same time.The infiltration of surface water transforms loess from an unsaturated state to a saturated state in the loess plateau.The weight of slope mass increases due to the increase in water content of loess.Therefore,the loess slope mass bears shear force and seepage stress at the same time,and the de- formation of loess gradually increases with time.More attention should be paid to seepage stress during the infiltration.The fabric in- side loess is damaged because of shear force and seepage stress.The presence of seepage stress makes the failure mode different from the shear mode in loess.Eventually,a loess landslide forms as the deformation exceeds the bearing capacity.In this study,the 4.29 landslide in Heifangtai was selected for the purpose of research.Based on field investigation,60 undisturbed samples from the backwall of landslide were used to conduct triaxial tests.To simulate the shear behavior of saturated loess under seepage shear,loading rates of 0.5,0.1,and 0.05 mmmin were used and the effect of loading rate on shear strength was identified.Moreover,water heads of0, 收稿日期：2017-06-06 基金项目：国家重点基础研究发展计划资助项目(2014CB744701):中国地震局黄土地震工程重点实验室开放基金资助项目(KLLEE-17- 004):甘肃省建设科技资助项目(JK-2016-23)工程科学学报,第 40 卷,第 5 期:639鄄鄄648,2018 年 5 月 Chinese Journal of Engineering, Vol. 40, No. 5: 639鄄鄄648, May 2018 DOI: 10. 13374 / j. issn2095鄄鄄9389. 2018. 05. 015; http: / / journals. ustb. edu. cn 渗透剪切作用下黄土的力学特征 谌文武1,2) , 刘 伟1,2) 苣 , 王 娟1,2) , 孙冠平1,2) , 侯小强3) 1)兰州大学西部灾害与环境力学教育部重点实验室, 兰州 730000 2) 兰州大学土木工程与力学学院, 兰州 730000 3) 甘肃省建筑职业技术学院, 兰州 730050 苣 通信作者, E鄄mail:liuw2013@ lzu. edu. cn 摘 要 黄土高原地区黄土在灌溉作用下,逐渐达到饱和状态,饱和中,陡坡类黄土坡体自重增加引起下滑力增加. 该过程持 续进行后,坡体内部同时发生渗流和剪切过程,导致坡体的变形不断增大,直至破坏后形成滑坡. 本文选取黑方台 4郾 29 滑坡 为研究对象,在现场调查的基础上,利用滑坡后壁原状黄土试样,基于三轴试验设置 10 组共 60 个原状样对饱和黄土的渗透剪 切行为进行模拟. 试验中设置了 0郾 5、0郾 1 和 0郾 05 mm·min - 1 三个不同的加载速率对黄土试样进行剪切,为比较分析,对 0郾 1 mm·min - 1剪切速率试样设置了 0、1、2 和 5 m 几个不同水头进行了试验. 试验结果表明:饱和黄土在渗流与剪切耦合作用 下,表现出应变硬化特征,渗透作用明显降低了黄土的强度,尤其是黄土黏聚力降低,其降幅达 5郾 24% ~ 63郾 35% . 对已有强度 指标拟合后获得黄土在渗透剪切工况下的强度修正公式. 关键词 饱和黄土; 三轴试验; 渗透剪切; 应变硬化; 滑坡 分类号 TU43 收稿日期: 2017鄄鄄06鄄鄄06 基金项目: 国家重点基础研究发展计划资助项目(2014CB744701);中国地震局黄土地震工程重点实验室开放基金资助项目(KLLEE鄄鄄 17鄄鄄 004);甘肃省建设科技资助项目(JK鄄鄄2016鄄鄄23) Mechanical characteristics of loess under seepage shear CHEN Wen鄄wu 1,2) , LIU Wei 1,2) 苣 , WANG Juan 1,2) , SUN Guan鄄ping 1,2) , HOU Xiao鄄qiang 3) 1) Key Laboratory of Mechanics on Disaster and Environment in Western China ( the Minsitry of Eudcation of China), Lanzhou University, Lanzhou 730000, China 2) School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China 3) Gansu Construction Vocational Technical College, Lanzhou 730050, China 苣 Corresponding author, E鄄mail:liuw2013@ lzu. edu. cn ABSTRACT In the recent years, an increasing number of loess landslides were triggered due to extreme climate. The initiation of lo鄄 ess landslides was related to water, including surface water and groundwater, landform, geologic structure, and other factors. Both sur鄄 face water and groundwater significantly affect loess landslides. Rainfall and irrigation provide plenty of water to loess, creating surface water and groundwater. Surface water flows on the surface of a loess, infiltrating into loess at the same time. The infiltration of surface water transforms loess from an unsaturated state to a saturated state in the loess plateau. The weight of slope mass increases due to the increase in water content of loess. Therefore, the loess slope mass bears shear force and seepage stress at the same time, and the de鄄 formation of loess gradually increases with time. More attention should be paid to seepage stress during the infiltration. The fabric in鄄 side loess is damaged because of shear force and seepage stress. The presence of seepage stress makes the failure mode different from the shear mode in loess. Eventually, a loess landslide forms as the deformation exceeds the bearing capacity. In this study, the 4郾 29 landslide in Heifangtai was selected for the purpose of research. Based on field investigation, 60 undisturbed samples from the backwall of landslide were used to conduct triaxial tests. To simulate the shear behavior of saturated loess under seepage shear, loading rates of 0郾 5, 0郾 1, and 0郾 05 mm·min - 1 were used and the effect of loading rate on shear strength was identified. Moreover, water heads of 0