English | 繁體

Search in the results

UM

Browse/Search Results:  1-4 of 4 Help

Selected(0)Clear Items/Page:    Sort:
Improvement and application of preparing technique for hollow cylinder samples of undisturbed soft clay 原状软黏土空心圆柱试样制备技术改进及应用 Journal article
Ding, Zhi, Yu, Jian Gang, Sun, Miao Miao, Ye, Ke, Lu, Zhao. Improvement and application of preparing technique for hollow cylinder samples of undisturbed soft clay 原状软黏土空心圆柱试样制备技术改进及应用[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2020, 42, 188-192.
Authors:  Ding, Zhi;  Yu, Jian Gang;  Sun, Miao Miao;  Ye, Ke;  Lu, Zhao
Favorite | TC[Scopus]:0 | Submit date：2021/12/06
Complex Stress Path  Hollow Cylindrical Specimen  Principal Stress Rotation  Traditional Mechanical Method  Undisturbed Soft Clay  
Influence of initial and boundary conditions on one-dimensional consolidation of unsaturated soil Journal article
Zhou Wanhuan, Zhao Linshuang. Influence of initial and boundary conditions on one-dimensional consolidation of unsaturated soil[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35(SUPPL.1), 305-311.
Authors:  Zhou Wanhuan;  Zhao Linshuang
Favorite |  | Submit date：2018/12/21
Boundary Condition  Differential Quadrature Method  Initial Condition  Unsaturated Soil  
New mixed boundary true triaxial loading device for testing study on 3-D stress-strain-strength behaviour of geomaterials Journal article
Yin J.-H., Zhou W.-H., Kumruzzaman M., Cheng C.-M.. New mixed boundary true triaxial loading device for testing study on 3-D stress-strain-strength behaviour of geomaterials[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2010, 32(4), 493-499.
Authors:  Yin J.-H.;  Zhou W.-H.;  Kumruzzaman M.;  Cheng C.-M.
Favorite |  | Submit date：2018/12/21
Completely decomposed granite  Loading device  Stress path  True triaxis  
Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect Journal article
Chen R.-P., Zhou W.-H., Cao W.-P., Chen Y.-M.. Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2007, 29(6), 824-830.
Authors:  Chen R.-P.;  Zhou W.-H.;  Cao W.-P.;  Chen Y.-M.
Favorite |  | Submit date：2018/12/21
Consolidation  Load-transfer model for pile-soil interface  Negative skin friction  Single pile