Hypoplastic Modeling for the Mechanical Behavior of Frozen Soil in Stress Path Testing | |
Xu, Guofang1,2; Wu, Wei3; Kong, Lingwei1; Qi, Jilin4 | |
刊名 | INTERNATIONAL JOURNAL OF GEOMECHANICS
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2018 | |
卷号 | 18期号:6页码:- |
ISSN号 | 1532-3641 |
DOI | 10.1061/(ASCE)GM.1943-5622.0001117 |
英文摘要 | The extended hypoplastic constitutive model for frozen soil developed previously by the authors was applied to simulate the mechanical behavior of frozen soil under various stress path conditions, such as conventional triaxial shearing with constant confining pressure, triaxial shearing with constant mean principal stress, pure shearing with a circular stress path on the deviatoric plane, hydrostatic compression, and oedometer compression. In the simulation, the same set of material parameters was used, which were obtained from conventional triaxial shear tests. The extended model is capable of capturing the salient features of frozen soil under the aforementioned conditions. |
WOS研究方向 | Engineering |
语种 | 英语 |
出版者 | ASCE-AMER SOC CIVIL ENGINEERS |
WOS记录号 | WOS:000430115200005 |
内容类型 | 期刊论文 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4271] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ; 2.Chinese Acad Sci, State Key Lab Frozen Soil Engn, Northwest Inst Ecoenvironm & Resources; 3.Univ Nat Resources & Life Sci, Inst Geotech Engn; 4.Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn |
推荐引用方式 GB/T 7714 | Xu, Guofang,Wu, Wei,Kong, Lingwei,et al. Hypoplastic Modeling for the Mechanical Behavior of Frozen Soil in Stress Path Testing[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2018,18(6):-. |
APA | Xu, Guofang,Wu, Wei,Kong, Lingwei,&Qi, Jilin.(2018).Hypoplastic Modeling for the Mechanical Behavior of Frozen Soil in Stress Path Testing.INTERNATIONAL JOURNAL OF GEOMECHANICS,18(6),-. |
MLA | Xu, Guofang,et al."Hypoplastic Modeling for the Mechanical Behavior of Frozen Soil in Stress Path Testing".INTERNATIONAL JOURNAL OF GEOMECHANICS 18.6(2018):-. |
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