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Large-deformation study of T-bar penetration in spatially variable sediments
F Liu, P Cheng, Y Luo, J Yi, X Chen, Y Peng, J Hu… - Applied Ocean …, 2024 - Elsevier
The T-bar penetrometer is extensively used in offshore field investigation and laboratory
testing to evaluate the undrained shear strength of soft clay because of its reliability and …
testing to evaluate the undrained shear strength of soft clay because of its reliability and …
Large-deformation finite-element modelling of face instability during tunnelling in clayey soils: Incorporating dynamic excavation process
Earth pressure balance (EPB) shield tunnelling plays a crucial role in urban infrastructure
development but faces challenges due to potential face instability. Previous studies often …
development but faces challenges due to potential face instability. Previous studies often …
Analysis of the effect of breakable particle corners on uplift pile–soil interaction behaviors in calcareous sand
Y Peng, ZY Yin, F Yang, L Qu, X Ding - Acta Geotechnica, 2024 - Springer
The effect of breakable particle corners is often overlooked in research on pile–soil
interaction, which hinders the understanding of the uplift pile behaviors in calcareous sand …
interaction, which hinders the understanding of the uplift pile behaviors in calcareous sand …
Torsional dynamic response of a large-diameter pipe pile in transversely isotropic unsaturated soils considering construction disturbance
C Liu, ZL Chen, Y Zhao, J Liu, J Yi - Soil Dynamics and Earthquake …, 2024 - Elsevier
Large-diameter pipe piles are widely applied in various civil engineering fields due to their
outstanding load-bearing capability. The unsaturated characteristics, anisotropy, and …
outstanding load-bearing capability. The unsaturated characteristics, anisotropy, and …
Probabilistic assessment of passive earth pressures considering spatial variability of soil parameters and design factors
The stability design of soil structures, such as retaining walls, has traditionally relied on
deterministic analyses that use averaged soil parameters. However, modern computational …
deterministic analyses that use averaged soil parameters. However, modern computational …
Effect of soil spatial variability on the stability of pipelines under horizontal loading
F Liu, P Cheng, Z Wang, JT Yi, X Chen, Y Peng… - Computers and …, 2024 - Elsevier
Submarine pipeline has been utilized more and more widely in offshore oil and gas
transportation engineering. Given that these pipelines frequently subject horizontal loading …
transportation engineering. Given that these pipelines frequently subject horizontal loading …
Effect of 2-D spatial variability of soil properties on cofferdam stability considering degradation of soft soil foundation
The inherent spatial variability and degradation of soil properties in soft soil foundation may
have a significant effect on cofferdam stability. To incorporate these factors into cofferdam …
have a significant effect on cofferdam stability. To incorporate these factors into cofferdam …
Determination of pullout capacity for an inclined single-plate helical pile under combined loading in clay
F Liu, P Cheng, H Lin, J Yi, Y Peng, J Hu… - Marine Georesources & …, 2024 - Taylor & Francis
Although helical piles are frequently installed at an angle to the vertical, there has been
limited investigation into how this inclination affects the pile's ability to resist pullout forces …
limited investigation into how this inclination affects the pile's ability to resist pullout forces …
Numerical simulation of earthquake impacts on marine structures: A comprehensive review
A Kabi, JX Leon-Medina, F Pozo Montero - Buildings, 2024 - upcommons.upc.edu
Marine and underwater structures, such as seawalls, piers, breakwaters, and pipelines, are
particularly susceptible to seismic events. These events can directly damage the structures …
particularly susceptible to seismic events. These events can directly damage the structures …
Water-heat coupling process analysis of seasonally frozen soil with spatially variable thermal parameters
Y Liu, Q Chen, Y Cheng, Z **ao, Y Zhang - International Journal of Heat …, 2025 - Elsevier
Frost damage on infrastructure in seasonally frozen regions is mainly caused by the coupled
water-heat transfer during freeze-thaw processes. Because of complex geological …
water-heat transfer during freeze-thaw processes. Because of complex geological …