Xiaoming Yang, Ph.D.

Affiliations: 
2010 Civil, Environmental & Architectural Engineering University of Kansas, Lawrence, KS, United States 
Area:
Civil Engineering
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"Xiaoming Yang"

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Jie Han grad student 2010 University of Kansas
 (Numerical analyses of geocell-reinforced granular soils under static and repeated loads.)
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Publications

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Wang F, Miao L, Yang X, et al. (2016) The volume of settlement trough change with depth caused by tunneling in sands Ksce Journal of Civil Engineering. 20: 2719-2724
Wang F, Du Y, Yang X. (2015) Physical Modeling on Ground Responses to Tunneling in Sand Considering the Existence of HDPE Pipes Geotechnical Testing Journal. 38: 20140031
Shen Y, Gao B, Yang X, et al. (2014) Seismic damage mechanism and dynamic deformation characteristic analysis of mountain tunnel after Wenchuan earthquake Engineering Geology. 180: 85-98
Yang X, Han J. (2013) Analytical Model for Resilient Modulus and Permanent Deformation of Geosynthetic-Reinforced Unbound Granular Material Journal of Geotechnical and Geoenvironmental Engineering. 139: 1443-1453
Yang X, Han J, Leshchinsky D, et al. (2013) A three-dimensional mechanistic-empirical model for geocell-reinforced unpaved roads Acta Geotechnica. 8: 201-213
Yang X, Han J, Pokharel SK, et al. (2012) Accelerated pavement testing of unpaved roads with geocell-reinforced sand bases Geotextiles and Geomembranes. 32: 95-103
Wu Z, Chen X, Yang X, et al. (2011) Finite Element Model for Rutting Prediction of Flexible Pavement with Cementitiously Stabilized Base–Subbase Transportation Research Record: Journal of the Transportation Research Board. 2226: 104-110
Pokharel S, Han J, Manandhar C, et al. (2011) Accelerated pavement testing of geocell-reinforced unpaved roads over weak subgrade Transportation Research Record. 67-75
Han J, Pokharel SK, Yang X, et al. (2011) Performance of geocell-reinforced rap bases over weak subgrade under full-scale moving wheel loads Journal of Materials in Civil Engineering. 23: 1525-1534
Yang X, Han J, Parsons RL, et al. (2010) Three-dimensional numerical modeling of single geocell-reinforced sand Frontiers of Architecture and Civil Engineering in China. 4: 233-240
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