Huiming Tang
- Automated Detection and Characterization of Cracks on Concrete Using Laser Scanning. In: Journal of Infrastructure Systems, v. 29, n. 2 (June 2023). (2023):
- Evaluation of rock slope stability for Yujian River dam site by kinematic and block theory analyses. In: Computers and Geotechnics, v. 38, n. 6 (September 2011). (2011):
- Three-dimensional stochastic geological modeling for probabilistic stability analysis of a circular tunnel face. In: Tunnelling and Underground Space Technology, v. 118 (December 2021). (2021):
- Time Series Prediction of Chimney Foundation Settlement by Neural Networks. In: International Journal of Geomechanics, v. 11, n. 3 (June 2011). (2011):
- Proof of Nondeterministic Polynomial-Time Complete Problem for Soil Slope-Stability Evaluation. In: International Journal of Geomechanics, v. 16, n. 5 (October 2016). (2016):
- Evolution Process of Natural Rock Joint Roughness during Direct Shear Tests. In: International Journal of Geomechanics, v. 17, n. 5 (May 2017). (2017):
- (2020): A New Approach for Estimating Rock Discontinuity Trace Intensity Based on Rectangular Sampling Windows. In: Advances in Civil Engineering, v. 2020 (January 2020).
- Energy Analysis of the Deformation and Failure Process of Sandstone and Damage Constitutive Model. In: KSCE Journal of Civil Engineering, v. 23, n. 2 (January 2019). (2019):
- (2019): Mechanical Characteristics and Energy Evolution Laws for Red Bed Rock of Badong Formation under Different Stress Paths. In: 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. In: KSCE Journal of Civil Engineering, v. 17, n. 6 (August 2013). (2013):
- (2018): Correction of Line-Sampling Bias of Rock Discontinuity Orientations Using a Modified Terzaghi Method. In: 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. In: Advances in Civil Engineering, v. 2018 ( 2018).
- Probabilistic analysis of tunnel longitudinal performance based upon conditional random field simulation of soil properties. In: Tunnelling and Underground Space Technology, v. 73 (March 2018). (2018):