The influence of the intermediate stress on the plane strain strength

被引:2
作者
Teunissen, J. A. M. [1 ]
机构
[1] Deltares, POB 177, NL-2600 MH Delft, Netherlands
关键词
Shear strength; Failure; Plasticity; Constitutive relations; FAILURE CRITERION; LOCALIZATION ANALYSIS; SHEAR-STRENGTH; BEHAVIOR; YIELD; BIFURCATIONS; STABILITY; MODELS; SOILS; BANDS;
D O I
10.1016/j.compgeo.2022.104983
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A general 3D model is presented that includes the intermediate stress in strength analysis. The model is formulated in triaxial-compression strength parameters and the ratio between triaxial extension strength and triaxial compression strength. The model allows for a smooth transition between the expressions of MatsuokaNakai and Lade-Duncan. Starting from the general 3D model, the equivalent Mohr-Coulomb approach is developed for the commonly used calculation of failure loads for plane strain configurations. The approach includes the effect of the intermediate stress on the strength. The match between the general 3D model and the equivalent Mohr-Coulomb formulation is illustrated with Finite Element Method examples. Strain localisation is shown to be a dominant mechanism in the simulation of failure loads in the case of non-associativity. It is shown that Davis expressions derived from the equivalent Mohr-Coulomb model match the simulations of the general 3D model.
引用
收藏
页数:15
相关论文
共 50 条
[31]   Shear strength and stress-strain behavior of contaminated soils [J].
Ratnaweera, P ;
Meegoda, JN .
GEOTECHNICAL TESTING JOURNAL, 2006, 29 (02) :133-140
[32]   Shear Strength of a Sand Under Plane Strain Conditions [J].
Corte, Marina Bellaver ;
Festugato, Lucas ;
Consoli, Nilo Cesar .
GEOTECHNICAL ENGINEERING IN THE XXI CENTURY: LESSONS LEARNED AND FUTURE CHALLENGES, 2019, :56-64
[33]   Experimental study on the influence of intermediate principal stress on failure characteristics of strain rock burst for granite [J].
Li, Chunxiao ;
Li, Dejian ;
Liu, Xiaolin .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (09)
[34]   Static liquefaction of sand in plane strain [J].
Wanatowski, Dariusz ;
Chu, Jian .
CANADIAN GEOTECHNICAL JOURNAL, 2007, 44 (03) :299-313
[35]   Stress-Strain Strength Characteristics of Undisturbed Granite Residual Soil Considering Different Patterns of Variation of Mean Effective Stress [J].
Shu, Rongjun ;
Kong, Lingwei ;
Liu, Bingheng ;
Wang, Juntao .
APPLIED SCIENCES-BASEL, 2021, 11 (04) :1-16
[36]   The influence of T-stress on plasticity induced crack closure under plane strain conditions [J].
Lugo, M. ;
Daniewicz, S. R. .
INTERNATIONAL JOURNAL OF FATIGUE, 2011, 33 (02) :176-185
[37]   Damage and healing mechanics in plane stress, plane strain, and isotropic elasticity [J].
Voyiadjis, George Z. ;
Oucif, Chahmi ;
Kattan, Peter, I ;
Rabczuk, Timon .
INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2020, 29 (08) :1246-1270
[38]   Evaluation of design shear strength of intermediate soil for construction of breakwater at Port of Sakai [J].
Tsuchida, Takashi ;
Kitade, Keisuke ;
Tanaka, Masanori ;
Kang, Gyeong-o ;
Kaya, Kenji .
SOILS AND FOUNDATIONS, 2020, 60 (01) :239-256
[39]   Influence of orientation of the intermediate principal stress on fracture reactivation in granite [J].
Wang, Wei ;
Meng, Fanzhen ;
Yue, Zhufeng ;
Cui, Guanghao ;
Cai, Qijin ;
Li, Zhiyuan ;
Tian, Dongliang ;
Zhou, Hui ;
Wang, Zaiquan .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2025, 17 (02) :859-876
[40]   Determination of plane-strain shear strength of sand from the results of triaxial tests [J].
Hanna, A .
CANADIAN GEOTECHNICAL JOURNAL, 2001, 38 (06) :1231-1240