Lian-heng Zhao
- (2017): Upper-Bound Analysis of Nγ and Failure Mechanisms of Multiple Equally Spaced Strip Footings. In: International Journal of Geomechanics, v. 17, n. 9 (September 2017).
- (2019): Stability Analysis of a Layered Slope with Failure Mechanism of a Composite Slip Surface. In: International Journal of Geomechanics, v. 19, n. 6 (June 2019).
- (2013): Upper Bound Limit Analysis-Based Determination of the Influence of a Non-Associated Flow Rule on the Stability of Shallow Tunnels. In: Journal of Highway and Transportation Research and Development (English Edition), v. 7, n. 3 (September 2013).
- (2014): Study on Anti-Slide Stability of Rock Slope along River. In: Journal of Highway and Transportation Research and Development (English Edition), v. 8, n. 2 (June 2014).
- (2017): Effect of the vertical earthquake component on permanent seismic displacement of soil slopes based on the nonlinear Mohr–Coulomb failure criterion. In: Soils and Foundations, v. 57, n. 2 (April 2017).
- (2020): Meso-scale study on compaction characteristics of asphalt mixtures in Superpave gyratory compaction using SmartRock sensors. In: Construction and Building Materials, v. 262 (November 2020).
- (2019): Stability analysis of slopes reinforced with anchor cables and optimal design of anchor cable parameters. In: European Journal of Environmental and Civil Engineering, v. 25, n. 13 (July 2019).
- (2017): Seismic displacement along a log-spiral failure surface with crack using rock Hoek–Brown failure criterion. In: Soil Dynamics and Earthquake Engineering, v. 99 (August 2017).
- (2017): Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading. In: Soil Dynamics and Earthquake Engineering, v. 92 (January 2017).
- (2015): Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method. In: Soil Dynamics and Earthquake Engineering, v. 70 (March 2015).
- (2015): Theoretical solutions for a circular opening in an elastic–brittle–plastic rock mass incorporating the out-of-plane stress and seepage force. In: KSCE Journal of Civil Engineering, v. 20, n. 2 (April 2015).
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