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DOI | 10.1016/j.ijmecsci.2019.06.002 |
A meso-macroscopic constitutive model of frozen saline sandy soil based on homogenization theory | |
Chang, Dan; Lai, Yuanming![]() | |
发表日期 | 2019 |
ISSN | 0020-7403 |
EISSN | 1879-2162 |
起始页码 | 246 |
结束页码 | 259 |
卷号 | 159 |
英文摘要 | As an effective multiscale method, homogenization theory is widely applied to the composite material research field. The saturated frozen saline sandy soil can be regarded as a typical kind of composite material composed of sandy soil matrix, ice, salt crystals and unfrozen water inclusions. A meso-macroscopic constitutive model of saturated frozen saline sandy soil is developed based on the homogenization theory. In the proposed model, the constitutive response of equivalent inclusion phase is presented by an elastic-brittle model while that of sandy soil matrix phase is described by a critical state elastoplastic model. Based on the three-phase sphere model and Mori-Tanaka method, the expressions of elastic parameters of equivalent inclusion phase are given. The influences of inclusion volume contents on elastic parameters of equivalent inclusion phase are analyzed. On the other hand, the plastic parameters of sandy soil matrix phase can have considerable effects on the macroscopic deformation features. Compared with the experimental results, the proposed model can predict the deformation of frozen saline sandy soil with different salt contents at various confining pressures. The strain hardening/softening, high dilation and pressure melting features can be well reproduced. |
英文关键词 | Frozen saline sandy soil; Meso-macroscopic constitutive model; Homogenization theory; Three-phase sphere model; Mori-Tanaka method |
语种 | 英语 |
WOS研究方向 | Engineering ; Mechanics |
WOS类目 | Engineering, Mechanical ; Mechanics |
WOS关键词 | COMPUTATIONAL HOMOGENIZATION ; MECHANICAL-BEHAVIOR ; COMPRESSIVE STRENGTH ; ELASTIC PROPERTIES ; MACRO TRANSITIONS ; CRITERION ; POLYCRYSTALS ; DEFORMATION ; STRAIN ; COMPOSITES |
WOS记录号 | WOS:000478709600019 |
来源期刊 | INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
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文献类型 | 期刊论文 |
条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/239451 |
作者单位 | [Chang, Dan; Lai, Yuanming; Zhang, Mingyi] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China; [Chang, Dan] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China; [Lai, Yuanming; Zhang, Mingyi] Univ Chinese Acad Sci, Beijing 100049, Peoples R China |
推荐引用方式 GB/T 7714 | Chang, Dan,Lai, Yuanming,Zhang, Mingyi. A meso-macroscopic constitutive model of frozen saline sandy soil based on homogenization theory[J],2019,159. |
APA | Chang, Dan,Lai, Yuanming,&Zhang, Mingyi.(2019).A meso-macroscopic constitutive model of frozen saline sandy soil based on homogenization theory.INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES,159. |
MLA | Chang, Dan,et al."A meso-macroscopic constitutive model of frozen saline sandy soil based on homogenization theory".INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES 159(2019). |
条目包含的文件 | 条目无相关文件。 |
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