Maosong Huang
- (2023): Responses of a circular tunnel in an elastic ground with an improvement of the subgrade modulus. In: Computers and Geotechnics, v. 157 (Mai 2023).
- (2021): Stability analysis of shield tunnel face under complex ground conditions. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 7 (1 Oktober 2021).
- (2023): Tunnel face stability model for layered ground with confined aquifers. In: Tunnelling and Underground Space Technology, v. 132 (Februar 2023).
- (2023): Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils. In: International Journal of Geomechanics, v. 23, n. 2 (Februar 2023).
- (2022): Scouring effects on lateral cyclic responses of piles in sand. In: European Journal of Environmental and Civil Engineering, v. 27, n. 5 (August 2022).
- (2022): Nonlocal regularized numerical analyses for passive failure of tunnel head in strain-softening soils. In: Computers and Geotechnics, v. 148 (August 2022).
- (2022): Timoshenko-beam-based response of existing tunnel to single tunneling underneath and numerical verification of opening and dislocation. In: Computers and Geotechnics, v. 147 (Juli 2022).
- (2017): Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect. In: Computers and Geotechnics, v. 81 (Januar 2017).
- (2022): Time-dependent analyses for ground movement and stress field induced by tunnelling considering rainfall infiltration mechanics. In: Tunnelling and Underground Space Technology, v. 122 (April 2022).
- (2021): Interpretation of Undrained Hollow Cylinder Shear on Natural Shanghai Soft Clay Using Three-Dimensional Constitutive Model. In: International Journal of Geomechanics, v. 21, n. 10 (Oktober 2021).
- (2018): Influence of Pavement Roughness on Dynamic Stresses in Saturated Subsoil Subjected to Moving Traffic Loading. In: International Journal of Geomechanics, v. 18, n. 4 (April 2018).
- (2020): Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation. In: International Journal of Geomechanics, v. 20, n. 4 (April 2020).
- (2019): Shaft resistance of pre-bored precast piles in Shanghai clay. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 172, n. 3 (Juni 2019).
- (2018): Modeling the static liquefaction of unsaturated sand containing gas bubbles. In: Soils and Foundations, v. 58, n. 1 (Februar 2018).
- (2017): Nonlinear analysis of flexible piled raft foundations subjected to vertical loads in layered soils. In: Soils and Foundations, v. 57, n. 4 (August 2017).
- (2014): Prediction of plane strain undrained diffuse instability and strain localization with non-coaxial plasticity. In: Soils and Foundations, v. 54, n. 6 (Dezember 2014).
- (2013): Laboratory measurements of small strain properties of dry sands by bender element. In: Soils and Foundations, v. 53, n. 5 (Oktober 2013).
- (2011): The Onset of Strain Localization in Cross-Anisotropic Soils Under True Triaxial Condition. In: Soils and Foundations, v. 51, n. 4 (August 2011).
- (2010): Length Scales Interaction in Nonlocal Plastic Strain Localization of Bars of Varying Section. In: Journal of Engineering Mechanics (ASCE), v. 136, n. 8 (August 2010).
- (1999): Modeling of Thermomechanical Effects of Alkali-Silica Reaction. In: Journal of Engineering Mechanics (ASCE), v. 125, n. 4 (April 1999).
- (2019): Responses of caisson-piles foundations to long-term cyclic lateral load and scouring. In: Soil Dynamics and Earthquake Engineering, v. 119 (April 2019).
- (2018): Time domain nonlinear lateral response of dynamically loaded composite caisson-piles foundations in layered cohesive soils. In: Soil Dynamics and Earthquake Engineering, v. 106 (März 2018).
- (2017): Influence of flood-induced scour on dynamic impedances of pile groups considering the stress history of undrained soft clay. In: Soil Dynamics and Earthquake Engineering, v. 96 (Mai 2017).
- (2001): Incompressible or nearly incompressible soil dynamic behaviour—a new staggered algorithm to circumvent restrictions of mixed formulation. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 2 (Februar 2001).
- (2018): Response of Monopile Foundations Under Cyclic Lateral Loading in Normally Consolidated Clay. In: International Journal of Offshore and Polar Engineering, v. 28, n. 4 (Dezember 2018).
- (2019): Time-domain analyses for pile deformation induced by adjacent excavation considering influences of viscoelastic mechanism. In: Tunnelling and Underground Space Technology, v. 85 (März 2019).
- (2016): Small strain based method for predicting three-dimensional soil displacements induced by braced excavation. In: Tunnelling and Underground Space Technology, v. 52 (Februar 2016).
- (2011): Theoretical prediction of ground movements induced by tunnelling in multi-layered soils. In: Tunnelling and Underground Space Technology, v. 26, n. 2 (März 2011).
- (2009): A simplified analysis method for the influence of tunneling on grouped piles. In: Tunnelling and Underground Space Technology, v. 24, n. 4 (Juli 2009).
- (2018): Simplified solution for tunnel-soil-pile interaction in Pasternak's foundation model. In: Tunnelling and Underground Space Technology, v. 78 (August 2018).
Structurae kooperiert mit
