Tugen Feng 
- (2024): Prediction of longitudinal surface settlement in composite formation using large-diameter shield machine based on machine learning techniques. In: Frontiers of Structural and Civil Engineering, v. 18, n. 12 (December 2024).
- (2024): Study on the preparation and properties of high-performance foamed cement by multi-factor optimization. In: Construction and Building Materials, v. 447 (October 2024).
- (2024): Application of CO2-foamed lightweight grout with early strength and low density as a low-carbon material in shield synchronous grouting. In: Tunnelling and Underground Space Technology, v. 147 (May 2024).
- (2024): Research on the development of green foaming fluid and the improvement in the performance of foamed cement. In: Construction and Building Materials, v. 411 (January 2024).
- (2023): Potential utilization of CO2 foams in developing lightweight building materials. In: Journal of Building Engineering, v. 76 (October 2023).
- (2024): Influence of pile end soil on torsional vibration of pile considering the stress diffusion. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 177, n. 5 (1 October 2024).
- (2022): Research on Safety Risk Management of a Steel Bracing System Based on Catastrophe Theory. In: Buildings, v. 12, n. 11 (27 October 2022).
- (2022): Research on reuse of silty fine sand in backfill grouting material and optimization of backfill grouting material proportions. In: Tunnelling and Underground Space Technology, v. 130 (December 2022).
- (2022): An improved artificial bee colony-random forest (IABC-RF) model for predicting the tunnel deformation due to an adjacent foundation pit excavation. In: Underground Space, v. 7, n. 4 (August 2022).
- (2019): Damaging behavior investigation of an operational tunnel structure induced by cavities around surrounding rocks. In: Engineering Failure Analysis, v. 99 (May 2019).
- (2020): Investigation of the cause of shield-driven tunnel instability in soil with a soft upper layer and hard lower layer. In: Engineering Failure Analysis, v. 118 (December 2020).
- (2021): Evaluation and analysis of the causes of a landslide and treatment measures during the excavation of a tunnel through a soil-rock interface. In: Engineering Failure Analysis, v. 130 (December 2021).
- (2018): Upper-Bound Finite-Element Analysis of Characteristics of Critical Settlement Induced by Tunneling in Undrained Clay. In: International Journal of Geomechanics, v. 18, n. 9 (September 2018).
- (2021): A generalized seismic sliding model of slopes with multiple slip surfaces. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 10 (August 2021).
- (2020): Assessment of the Stability of an Unlined Rectangular Tunnel with an Overload on the Ground Surface. In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2020): Predicting the Ultimate Bearing Capacity of Bolts with an Optimized Function Model. In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2020): Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer. In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2020): Influence of interactions between topographic and soil layer amplification on seismic response of sliding mass and slope displacement. In: Soil Dynamics and Earthquake Engineering, v. 129 (February 2020).
- (2018): Probabilistic assessment of earthquake-induced landslide hazard including the effects of ground motion directionality. In: Soil Dynamics and Earthquake Engineering, v. 105 (February 2018).
- (2019): Experimental Investigation of Dynamic Characteristics of Subsea Sand-Silt Mixtures. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2019): Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2014): Comparison of the Spectral Representation Method to Simulate Spatially Variable Ground Motions. In: Journal of Earthquake Engineering, v. 18, n. 3 ( 2014).
- (2017): Numerical study on lateral wall displacement of deep excavation supported by IPS earth retention system. In: Underground Space, v. 2, n. 4 (December 2017).
Structurae cooperates with
