| 分级循环动荷载下水泥土动力特性试验研究 |
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| 引用本文： | 张振,陈勇,杨天亮,叶观宝,郑文强.分级循环动荷载下水泥土动力特性试验研究[J].水文地质工程地质,2021,48(2):89-96. |
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| 作者姓名： | 张振 陈勇 杨天亮 叶观宝 郑文强 |
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| 作者单位： | 1.同济大学土木工程学院地下建筑与工程系，上海 200092 |
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| 基金项目： | 国家自然科学基金项目(41772281,41972272)。 |
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| 摘 要： | 随着车辆载重的变化，其荷载幅值也会随之变化。然而，已有的研究大多关注恒定动荷载下水泥土动力特性，对分级循环荷载作用下水泥土的动态特性研究较少。利用GDS动三轴仪，开展一系列水泥土动三轴试验，探讨分级荷载条件下静偏应力和围压等因素对水泥土动力特性的影响。试验结果表明:水泥土的轴向塑性应变随着围压和静偏应力比的增加而增加。水泥土轴向应变在0.1%～0.5%范围，其应变发展属于稳定型，分级加卸载对应变发展过程影响较大，对最终应变影响较小。建立了考虑水泥土加卸载条件、围压和静偏应力比的塑性应变的经验模型，分级卸载的相关系数大于0.95，而分级加载的相关系数在0.8～0.9之间。分级卸载时，第一级荷载对应变发展起主导作用，而分级加载时，最大动应力比无法主导前几级荷载较小时的应变发展。在分级加卸载条件下，水泥土的骨干曲线表现为2种模式:上升型和下降型，可将其简化为多段直线，利用建立的累积塑性应变计算方法，提出了确定多段直线分界点的方法，并验证了其可行性。
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| 关 键 词： | 分级循环荷载 动三轴 水泥土 塑性应变 骨干曲线 经验模型 |
| 收稿时间： | 2020-07-17 |
An experimental study of the dynamic characteristics of cement soils subjected to staged cyclic loading |
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| ZHANG Zhen,CHEN Yong,YANG Tianliang,YE Guanbao,ZHENG Wenqiang.An experimental study of the dynamic characteristics of cement soils subjected to staged cyclic loading[J].Hydrogeology and Engineering Geology,2021,48(2):89-96. |
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| Authors: | ZHANG Zhen CHEN Yong YANG Tianliang YE Guanbao ZHENG Wenqiang |
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| Affiliation: | 1.Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China3.Shanghai Institute of Geological Survey, Shanghai 200072, China4.Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry of Natural Resources, Shanghai 200072, China |
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| Abstract: | With the change in vehicle loading,the load amplitude will also change.However,most of the existing studies focused on the dynamic characteristics of cement soil under the constant dynamic loading,and the dynamic characteristics of cement soil under staged cyclic loading were seldom examined.Using the GDS dynamic triaxial apparatus,a series of dynamic triaxial tests of cement soil are carried out to investigate the influence of static deviator stress and confining stress on the dynamic characteristics of cement soil.The results show that the axial plastic strain of cement soil increases with the increasing confining stress and static deviator stress ratio.The axial strain of cement soil is in the range of 0.1%~0.5%,and its strain development belongs to a stable type.The staged loading and unloading have a great influence on the development process of the plastic strain of the cement soil,but have little influence on the ultimate strains.The empirical model of plastic strain considering loading and unloading conditions,confining stress and static deviator stress ratio is established.The correlation coefficient of staged unloading is greater than 0.95,while that of staged loading is between 0.8 and 0.9.The results show that the first stage load plays a leading role in the strain development,while the maximum dynamic stress ratio cannot dominate the strain development when the first stage load is small.Under the condition of staged loading and unloading,the backbone curve of the cement soil shows two modes:ascending type and descending type,which can be simplified as a multi-segment straight line.Based on the established cumulative plastic strain calculation method,a method to determine the dividing point of the multi segment straight line is proposed,and its feasibility is also verified.The research results lay a foundation for systematic analyses of the dynamic mechanical properties of cement soil under traffic loading. |
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| Keywords: | staged cyclic loading dynamic triaxial tests cement soil plastic strain backbone curve empirical model |
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