Huiming Tang
- Automated Detection and Characterization of Cracks on Concrete Using Laser Scanning. Dans: Journal of Infrastructure Systems, v. 29, n. 2 (juin 2023). (2023):
- Evaluation of rock slope stability for Yujian River dam site by kinematic and block theory analyses. Dans: Computers and Geotechnics, v. 38, n. 6 (septembre 2011). (2011):
- Three-dimensional stochastic geological modeling for probabilistic stability analysis of a circular tunnel face. Dans: Tunnelling and Underground Space Technology, v. 118 (décembre 2021). (2021):
- Time Series Prediction of Chimney Foundation Settlement by Neural Networks. Dans: International Journal of Geomechanics, v. 11, n. 3 (juin 2011). (2011):
- Proof of Nondeterministic Polynomial-Time Complete Problem for Soil Slope-Stability Evaluation. Dans: International Journal of Geomechanics, v. 16, n. 5 (octobre 2016). (2016):
- Evolution Process of Natural Rock Joint Roughness during Direct Shear Tests. Dans: International Journal of Geomechanics, v. 17, n. 5 (mai 2017). (2017):
- (2020): A New Approach for Estimating Rock Discontinuity Trace Intensity Based on Rectangular Sampling Windows. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- Energy Analysis of the Deformation and Failure Process of Sandstone and Damage Constitutive Model. Dans: KSCE Journal of Civil Engineering, v. 23, n. 2 (janvier 2019). (2019):
- (2019): Mechanical Characteristics and Energy Evolution Laws for Red Bed Rock of Badong Formation under Different Stress Paths. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
- Numerical modelling study of the load sharing law of anti-sliding piles based on the soil arching effect for Erliban landslide, China. Dans: KSCE Journal of Civil Engineering, v. 17, n. 6 (août 2013). (2013):
- (2018): Correction of Line-Sampling Bias of Rock Discontinuity Orientations Using a Modified Terzaghi Method. Dans: Advances in Civil Engineering, v. 2018 ( 2018).
- (2018): Study on the Spatially Variable Saturated Hydraulic Conductivity and Deformation Behavior of Accumulation Reservoir Landslide Based on Surface Nuclear Magnetic Resonance Survey. Dans: Advances in Civil Engineering, v. 2018 ( 2018).
- Probabilistic analysis of tunnel longitudinal performance based upon conditional random field simulation of soil properties. Dans: Tunnelling and Underground Space Technology, v. 73 (mars 2018). (2018):