Detection of cracks in beam structures using measurements of natural frequencies RY Liang, FK Choy, J Hu Journal of the Franklin Institute 328 (4), 505-518, 1991 | 215 | 1991 |
Theoretical study of crack-induced eigenfrequency changes on beam structures RY Liang, J Hu, F Choy Journal of Engineering Mechanics 118 (2), 384-396, 1992 | 204 | 1992 |
Predicting moisture-dependent resilient modulus of cohesive soils using soil suction concept RY Liang, S Rabab’ah, M Khasawneh Journal of Transportation Engineering 134 (1), 34-40, 2008 | 189 | 2008 |
Numerical study of soil arching mechanism in drilled shafts for slope stabilization R Liang, S Zeng Soils and foundations 42 (2), 83-92, 2002 | 188 | 2002 |
An integrated approach to detection of cracks using vibration characteristics J Hu, RY Liang Journal of the Franklin Institute 330 (5), 841-853, 1993 | 150 | 1993 |
Determination of tensile strength and fracture toughness of concrete using notched 3-pb specimens Y Wang, X Hu, L Liang, W Zhu Engineering Fracture Mechanics 160, 67-77, 2016 | 124 | 2016 |
Short-term and long-term aging behavior of rubber modified asphalt paving mixture RY Liang, S Lee Transportation research record 1530 (1), 11-17, 1996 | 123 | 1996 |
Artificial intelligence techniques for the design and analysis of deep foundations NO Nawari, R Liang, J Nusairat Electronic Journal of Geotechnical Engineering 4 (2), 1-21, 1999 | 105 | 1999 |
Quantifying stratigraphic uncertainties by stochastic simulation techniques based on Markov random field Z Li, X Wang, H Wang, RY Liang Engineering geology 201, 106-122, 2016 | 104 | 2016 |
Quantitative NDE technique for assessing damages in beam structures RY Liang, J Hu, F Choy Journal of Engineering Mechanics 118 (7), 1468-1487, 1992 | 100 | 1992 |
Stability analysis of drilled shafts reinforced slope Z Sanping, L ROBERT Soils and Foundations 42 (2), 93-102, 2002 | 96 | 2002 |
A segmentation approach for stochastic geological modeling using hidden Markov random fields H Wang, JF Wellmann, Z Li, X Wang, RY Liang Mathematical Geosciences 49, 145-177, 2017 | 86 | 2017 |
Anisotropic plasticity model for undrained cyclic behavior of clays. I: Theory RY Liang, F Ma Journal of Geotechnical Engineering 118 (2), 229-245, 1992 | 86 | 1992 |
Probabilistic analysis of shield-driven tunnel in multiple strata considering stratigraphic uncertainty X Wang, Z Li, H Wang, Q Rong, RY Liang Structural safety 62, 88-100, 2016 | 85 | 2016 |
Numerical solution for laterally loaded piles in a two-layer soil profile K Yang, R Liang Journal of Geotechnical and Geoenvironmental Engineering 132 (11), 1436-1443, 2006 | 82 | 2006 |
A method for slope stability analysis considering subsurface stratigraphic uncertainty X Wang, H Wang, RY Liang Landslides 15, 925-936, 2018 | 80 | 2018 |
Methods for Deriving p-y Curves from Instrumented Lateral Load Tests K Yang, R Liang Geotechnical testing journal 30 (1), 31-38, 2007 | 72 | 2007 |
A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit Z Li, L Li, L Wang, RY Liang Engineering Geology 197, 20-32, 2015 | 71 | 2015 |
Bayesian modeling of external corrosion in underground pipelines based on the integration of Markov chain Monte Carlo techniques and clustered inspection data H Wang, A Yajima, RY Liang*, H Castaneda Computer‐Aided Civil and Infrastructure Engineering 30 (4), 300-316, 2015 | 65 | 2015 |
Prediction of fatigue life of asphalt concrete beams RY Liang, J Zhou International journal of fatigue 19 (2), 117-124, 1997 | 63 | 1997 |