中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Hypoplastic Modeling for the Mechanical Behavior of Frozen Soil in Stress Path Testing

文献类型:期刊论文

作者Xu, Guofang1,2; Wu, Wei3; Kong, Lingwei1; Qi, Jilin4
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
出版日期2018
卷号18期号:6页码:-
ISSN号1532-3641
DOI10.1061/(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
WOS记录号WOS:000430115200005
出版者ASCE-AMER SOC CIVIL ENGINEERS
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):-.

入库方式: OAI收割

来源:武汉岩土力学研究所

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