Year |
Citation |
Score |
2016 |
Wang F, Miao L, Yang X, Du YJ, Liang FY. The volume of settlement trough change with depth caused by tunneling in sands Ksce Journal of Civil Engineering. 20: 2719-2724. DOI: 10.1007/S12205-016-0250-X |
0.31 |
|
2015 |
Wang F, Du Y, Yang X. Physical Modeling on Ground Responses to Tunneling in Sand Considering the Existence of HDPE Pipes Geotechnical Testing Journal. 38: 20140031. DOI: 10.1520/Gtj20140031 |
0.318 |
|
2014 |
Shen Y, Gao B, Yang X, Tao S. Seismic damage mechanism and dynamic deformation characteristic analysis of mountain tunnel after Wenchuan earthquake Engineering Geology. 180: 85-98. DOI: 10.1016/J.Enggeo.2014.07.017 |
0.315 |
|
2013 |
Yang X, Han J. Analytical Model for Resilient Modulus and Permanent Deformation of Geosynthetic-Reinforced Unbound Granular Material Journal of Geotechnical and Geoenvironmental Engineering. 139: 1443-1453. DOI: 10.1061/(Asce)Gt.1943-5606.0000879 |
0.507 |
|
2013 |
Yang X, Han J, Leshchinsky D, Parsons RL. A three-dimensional mechanistic-empirical model for geocell-reinforced unpaved roads Acta Geotechnica. 8: 201-213. DOI: 10.1007/S11440-012-0183-6 |
0.524 |
|
2012 |
Yang X, Han J, Pokharel SK, Manandhar C, Parsons RL, Leshchinsky D, Halahmi I. Accelerated pavement testing of unpaved roads with geocell-reinforced sand bases Geotextiles and Geomembranes. 32: 95-103. DOI: 10.1016/J.Geotexmem.2011.10.004 |
0.717 |
|
2011 |
Wu Z, Chen X, Yang X, Zhang Z. 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. DOI: 10.3141/2226-11 |
0.338 |
|
2011 |
Pokharel S, Han J, Manandhar C, Yang X, Leshchinsky D, Halahmi I, Parsons R. Accelerated pavement testing of geocell-reinforced unpaved roads over weak subgrade Transportation Research Record. 67-75. DOI: 10.3141/2204-09 |
0.721 |
|
2011 |
Han J, Pokharel SK, Yang X, Manandhar C, Leshchinsky D, Halahmi I, Parsons RL. Performance of geocell-reinforced rap bases over weak subgrade under full-scale moving wheel loads Journal of Materials in Civil Engineering. 23: 1525-1534. DOI: 10.1061/(Asce)Mt.1943-5533.0000286 |
0.721 |
|
2010 |
Yang X, Han J, Parsons RL, Leshchinsky D. Three-dimensional numerical modeling of single geocell-reinforced sand Frontiers of Architecture and Civil Engineering in China. 4: 233-240. DOI: 10.1007/S11709-010-0020-7 |
0.473 |
|
2009 |
Chen J, Han J, Oztoprak S, Yang X. Behavior of single rammed aggregate piers considering installation effects Computers and Geotechnics. 36: 1191-1199. DOI: 10.1016/J.Compgeo.2009.05.007 |
0.462 |
|
2008 |
Han J, Yang X, Leshchinsky D, Parsons RL. Behavior of geocell-reinforced sand under a vertical load Transportation Research Record. 95-101. DOI: 10.3141/2045-11 |
0.502 |
|
2008 |
Yang X, Han J, Parsons RL, Henthorne RW. Resistance factors for drilled shafts in weak rock based on O-cell test data Transportation Research Record. 62-67. DOI: 10.3141/2045-07 |
0.413 |
|
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