Mukhtiar Ali Soomro
- Effects of twin excavations with different construction sequence on a brick masonry wall: 3D finite element approach. In: Structures, v. 41 (July 2022). (2022):
- Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach. In: International Journal of Geomechanics, v. 22, n. 6 (June 2022). (2022):
- Influence of stress relief due to deep excavation on a brick masonry wall: 3D numerical predictions. In: European Journal of Environmental and Civil Engineering, v. 26, n. 15 (November 2021). (2021):
- Responses of a masonry façade to multi-propped deep excavation-induced ground deformations: 3D numerical parametric study. In: European Journal of Environmental and Civil Engineering, v. 26, n. 12 (June 2021). (2021):
- 3D centrifuge and numerical modelling of lateral responses of a vertical loaded pile group to twin stacked tunnels. In: European Journal of Environmental and Civil Engineering, v. 26, n. 12 (June 2021). (2021):
- 3D finite element analysis of effects of twin stacked tunnels at different depths and with different construction sequence on a piled raft. In: Tunnelling and Underground Space Technology, v. 109 (March 2021). (2021):
- Mechanical Properties and Particle Breakage of Uniform-Sized Tailings Material. In: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 3 (March 2021). (2021):
- Numerical Parametric Study of Settlement and Load Transfer Mechanism of Pile Group Due to Twin Stacked Tunnelling with Different Construction Sequences. In: European Journal of Environmental and Civil Engineering, v. 26, n. 3 (February 2020). (2020):
- Investigation of effects of different construction sequences on settlement and load transfer mechanism of single pile due to twin stacked tunnelling. In: Tunnelling and Underground Space Technology, v. 96 (February 2020). (2020):
- Numerical modelling of effects of different multipropped excavation depths on adjacent single piles: comparison between floating and end-bearing pile responses. In: European Journal of Environmental and Civil Engineering, v. 25, n. 14 (August 2019). (2019):
- 3D finite element analysis of pile responses to adjacent excavation in soft clay: Effects of different excavation depths systems relative to a floating pile. In: Tunnelling and Underground Space Technology, v. 86 (April 2019). (2019):
- Load transfer mechanism in pile group due to single tunnel advancement in stiff clay. In: Tunnelling and Underground Space Technology, v. 45 (January 2015). (2015):