Ding-ping Xu 
- (2024): The influence of steep faults at various avoidance distances on the stability of hard rock caverns: Physical model experiments and DEM simulations. In: Tunnelling and Underground Space Technology, v. 154 (December 2024).
- (2024): A fatigue damage model for sandstone based on acoustic emission and resistivity parameters. In: Construction and Building Materials, v. 438 (August 2024).
- (2024): Investigation on the failure mechanism of a tunnel entrance high-steep slope with ultra-large wedge blocks based on discrete element method. In: Computers and Geotechnics, v. 166 (February 2024).
- (2024): Excavation response and reinforcement practice of large underground caverns within high-stress hard rock masses: The case of Shuangjiangkou hydropower Station, China. In: Tunnelling and Underground Space Technology, v. 147 (May 2024).
- (2024): In-situ comprehensive investigation of deformation mechanism of the rock mass with weak interlayer zone in the Baihetan hydropower station. In: Tunnelling and Underground Space Technology, v. 148 (June 2024).
- (2017): Constitutive representation and damage degree index for the layered rock mass excavation response in underground openings. In: Tunnelling and Underground Space Technology, v. 64 (April 2017).
- (2016): Use of an improved ANN model to predict collapse depth of thin and extremely thin layered rock strata during tunnelling. In: Tunnelling and Underground Space Technology, v. 51 (January 2016).
- (2018): Elastic modulus deterioration index to identify the loosened zone around underground openings. In: Tunnelling and Underground Space Technology, v. 82 (December 2018).
- (2015): Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation. In: Tunnelling and Underground Space Technology, v. 47 (March 2015).
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