| 基于亚塑性本构模型的碎石路基渗透变形研究 |
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| 引用本文： | 孙子元,唐扬,赵建永,樊璇. 基于亚塑性本构模型的碎石路基渗透变形研究[J]. 长江科学院院报, 2021, 38(6): 86-92. DOI: 10.11988/ckyyb.20200297 |
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| 作者姓名： | 孙子元 唐扬 赵建永 樊璇 |
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| 作者单位： | 1.中国电建集团华东勘测设计研究院有限公司 浙江华东工程建设管理有限公司, 杭州 311122; 2.中南建筑设计院股份有限公司 工程数字技术中心,武汉 430071; 3.长江科学院 水利部岩土力学与工程重点实验室,武汉 430010 |
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| 基金项目： | 国家自然科学基金项目(51979009) |
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| 摘 要： | 准确分析渗透作用下路基碎石填料内部结构及相关参数的变化情况是评价路基稳定性的重要前提.以水布垭灰岩破碎料为母料,通过筛分试验和击实试验制备了3种不同压实度的样品.采用渗透变形试验,探明渗透作用对碎石土中细颗粒流失的影响,以及渗透变形情况.采用大型三轴试验,获取极端渗透作用前后碎石土体强度和变形参数的变化情况.将亚塑性本...
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| 关 键 词： | 碎石路基 渗透变形 大型三轴试验 亚塑性本构模型 路基稳定性 |
| 收稿时间： | 2020-04-09 |
| 修稿时间： | 2020-09-24 |
Research on the Influence of Permeability on Deformation of Gravel Subgrade by a Hypoplastic Constitutive Model |
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| SUN Zi-yuan,TANG Yang,ZHAO Jian-yong,FAN Xuan. Research on the Influence of Permeability on Deformation of Gravel Subgrade by a Hypoplastic Constitutive Model[J]. Journal of Yangtze River Scientific Research Institute, 2021, 38(6): 86-92. DOI: 10.11988/ckyyb.20200297 |
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| Authors: | SUN Zi-yuan TANG Yang ZHAO Jian-yong FAN Xuan |
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| Affiliation: | 1. Zhejiang Huadong Engineering Construction Management Co., Ltd., Power China Huadong EngineeringCorporation Limited, Hangzhou 311122, China; 2. Engineering Digital Technology Center, Central South Architectural DesignInstitute Co., Ltd.,Wuhan 430071,China; 3. Key Laboratory of Geotechnical Mechanics and Engi- neeringof Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China |
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| Abstract: | It is an important premise of evaluating the stability of embankment foundation to analyze accurately the changes of internal structure and parameters of gravel soil materials under the action of permeability. With the crushing rock aggregates of limestone at Shuibuya project as the parent material, we prepared three groups of specimens with varied compactness by sieving test and compaction test. Through permeability deformation test, we investigated the effect of permeability on the loss of fine particles in the gravel soil and the permeability-induced deformation. By large scale triaxial test, we obtained the changes in strength and deformation parameters of gravel soil before and after extreme permeability action. Furthermore, we embedded the hypoplastic constitutive model into ABAQUS software to describe the stress-strain relationship of gravel soil before and after particle loss and calculated the settlement deformation before and after particle loss. The results can be used as reference for the engineering design for embankment foundation and calculation for permeability deformation. |
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| Keywords: | gravel subgrade permeability-induced deformation large scale triaxial test hypoplastic constitutive model embankment foundation stability |
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