English | 繁體

Search in the results

UM

Browse/Search Results:  1-8 of 8 Help

Selected(0)Clear Items/Page:    Sort:
Behavior of high-performance concrete under multiaxial tensile-compressive loading Journal article
Zhou,Jiajia, Pan,Jinlong, Ma,Hongyan, Zhao,Jun, Li,Zongjin. Behavior of high-performance concrete under multiaxial tensile-compressive loading[J]. Construction and Building Materials, 2020, 260, 119887.
Authors:  Zhou,Jiajia;  Pan,Jinlong;  Ma,Hongyan;  Zhao,Jun;  Li,Zongjin
Favorite | TC[WOS]:6 TC[Scopus]:6  IF:7.4/8.0 | Submit date：2021/03/09
Failure Criterion  Failure Mode  High-performance Concrete  Stress–strain Curve  Triaxial Tensile-compressive-compressive (T–c–c) Loading  
Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions Journal article
Wu,Shengshen, Lok,Thomas, Xu,Youwei, Wang,Dong. Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions[J]. Acta Geotechnica, 2019, 15(6), 1501-1512.
Authors:  Wu,Shengshen;  Lok,Thomas;  Xu,Youwei;  Wang,Dong
Favorite | TC[WOS]:9 TC[Scopus]:9  IF:5.6/6.0 | Submit date：2021/03/11
K0-consolidated  Over-consolidation Ratios  Shear Strength  Strain Rate  Triaxial  
Partially drained response of cohesive soils subjected to cyclic loading Conference paper
N.M. Wride, X-Y. Geng, W.H. Zhou, Y-J. Cui. Partially drained response of cohesive soils subjected to cyclic loading[C], 2019.
Authors:  N.M. Wride;  X-Y. Geng;  W.H. Zhou;  Y-J. Cui
Favorite | TC[Scopus]:0 | Submit date：2022/05/23
Cyclic Loading  Cyclic Stress Ratio  Frequency  Partial Drainage  Triaxial Test  
Undrained behavior of Macau Marine clay with various strain rates and different stress histories Book chapter
出自: Lecture Notes in Civil Engineering, Berlin, Germany:Springer, 2018, 页码:816-826
Authors:  Wu,Shengshen;  Lok,Thomas;  Zhou,Annan
Favorite | TC[Scopus]:1 | Submit date：2021/03/11
Over-consolidation Ratios  Shear Strength  Strain Rate  Triaxial  
Experimental study on mechanical behavior of high performance concrete under multi-axial compressive stress Journal article
Zhou J.J., Pan J.L., Leung C.K.Y., Li Z.J.. Experimental study on mechanical behavior of high performance concrete under multi-axial compressive stress[J]. Science China Technological Sciences, 2014, 57(12), 2514-2522.
Authors:  Zhou J.J.;  Pan J.L.;  Leung C.K.Y.;  Li Z.J.
Favorite | TC[WOS]:27 TC[Scopus]:28 | Submit date：2019/04/08
Biaxial Compressive Stress  Failure Criterion  High Performance Concrete (Hpc)  Stress-strain Curve  Triaxial Compressive Stress  
A rigid-flexible boundary true triaxial apparatus for testing soils in a three-dimensional stress state Journal article
Yin J.-H., Zhou W.-H., Kumruzzaman M., Cheng C.-M.. A rigid-flexible boundary true triaxial apparatus for testing soils in a three-dimensional stress state[J]. Geotechnical Testing Journal, 2011, 34(3).
Authors:  Yin J.-H.;  Zhou W.-H.;  Kumruzzaman M.;  Cheng C.-M.
Favorite | TC[WOS]:11 TC[Scopus]:18 | Submit date：2018/12/21
Friction  Soil  Strain  Strength  Stress  True Triaxial  
Effect of particle grading on the response of an idealized granular assemblage Journal article
Yan W.M., Dong J.. Effect of particle grading on the response of an idealized granular assemblage[J]. International Journal of Geomechanics, 2011, 11(4), 276.
Authors:  Yan W.M.;  Dong J.
Favorite | TC[WOS]:114 TC[Scopus]:127 | Submit date：2018/10/30
Constitutive Models  Dilatancy  Discrete Elements  Particle Size Distribution  Stress Strain Relations  Triaxial Tests  
Damping-ratio measurements by the spectral-ratio method Journal article
Wang Y.-H., Yan W.M., Lo K.F.. Damping-ratio measurements by the spectral-ratio method[J]. Canadian Geotechnical Journal, 2006, 43(11), 1180.
Authors:  Wang Y.-H.;  Yan W.M.;  Lo K.F.
Favorite | TC[WOS]:14 TC[Scopus]:17 | Submit date：2018/10/30
Bender Element  Damping Ratio  Near-field Effect  Spectral-ratio Method  True-triaxial Apparatus