Zuliang Zhong
- Theoretical and Experimental Validation for Calculating Permeation Diffusion Radius in Soil-Rock Mixtures. In: KSCE Journal of Civil Engineering. :
- (2021): Model Test Research on the Mechanical Characteristics of Tunnel Lining Structures under Local High Water Pressure in Concealed Karsts. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 2 (1 Oktober 2021).
- Study on the Fracture Toughness of Polypropylene–Basalt Fiber-Reinforced Concrete. In: International Journal of Concrete Structures and Materials, v. 15, n. 1 (7 Januar 2021). (2021):
- Investigation on early-age cracking resistance of basalt-polypropylene fiber reinforced concrete in restrained ring tests. In: Journal of Building Engineering, v. 70 (Juli 2023). (2023):
- Numerical study of the mechanical process of long-distance replacement of the definitive lining in severely damaged highway tunnels. In: Underground Space, v. 9 (April 2023). (2023):
- E-M calculation model and its application of calculating deformation in a new tunnel orthogonally undercrossing an existing tunnel. In: Tunnelling and Underground Space Technology, v. 123 (Mai 2022). (2022):
- Development of an Anisotropic Nonlinear Strength Criterion for Geomaterials Based on SMP Criterion. In: International Journal of Geomechanics, v. 20, n. 3 (März 2020). (2020):
- Analysis of ground surface settlement induced by the construction of mechanized twin tunnels in soil-rock mass mixed ground. In: Tunnelling and Underground Space Technology, v. 110 (April 2021). (2021):
- Effect of multi-scale polypropylene fiber hybridization on mechanical properties and microstructure of concrete at elevated temperatures. In: Advances in Structural Engineering, v. 24, n. 9 (Februar 2021). (2021):
- Assessment of experimental friction parameters and contact property of pipe string for the estimation and verification of a solution for pipe stuck in the China's first rock pipe jacking. In: Tunnelling and Underground Space Technology, v. 107 (Januar 2021). (2021):
- Influences of principal stress rotation (PSR) on the cumulative deformation of remoulded loess with different water contents under traffic loading. In: European Journal of Environmental and Civil Engineering, v. 25, n. 12 (Juli 2019). (2019):
- Influences of Principal Stress Rotation on the Deformation of Saturated Loess under Traffic Loading. In: KSCE Journal of Civil Engineering, v. 23, n. 5 (März 2019). (2019):
- Numerical simulation for an estimation of the jacking force of ultra-long-distance pipe jacking with frictional property testing at the rock mass–pipe interface. In: Tunnelling and Underground Space Technology, v. 89 (Juli 2019). (2019):
- Response of the ground and adjacent end-bearing piles due to side-by-side twin tunnelling in compound rock strata. In: Tunnelling and Underground Space Technology, v. 89 (Juli 2019). (2019):
- Experimental study on the fracture toughness of concrete reinforced with multi-size polypropylene fibres. In: Magazine of Concrete Research, v. 71, n. 9 (Mai 2019). (2019):
- Field performance of large section concrete pipes cracking during jacking in Chongqing – A case study. In: Tunnelling and Underground Space Technology, v. 82 (Dezember 2018). (2018):