Results 131 to 140 of about 1,499 (218)
Research on the influence of micro-pile layout of stability of landslide resistance. [PDF]
Li H, Yang M, Lan Z.
europepmc +1 more source
Investigation on tunnel stability considering pipe‐roof support with transparent soil technology
This study integrates transparent soil technology, 3D reconstruction and numerical simulation to captures the full‐field deformation of shield tunnel instability. Results demonstrate that pipe‐roof support enhances stability via the “soil‐arching barrier effect,” effectively restraining failure wedge development by extending stress transfer paths ...
Zhi Jia +4 more
wiley +1 more source
Data-driven prediction of micro-piled raft load-settlement using machine learning and Monte Carlo simulation. [PDF]
El Gendy M.
europepmc +1 more source
Mechanism of “seesaw‐type” rock burst in coal seam mining beneath mountainous areas
This study reveals the mechanism of “seesaw‐type” rock bursts during coal mining beneath mountainous areas. The advancing working face induces nonuniform fracturing of the overburden. The detached mountain mass then undergoes a seesaw‐type rotational movement around a shifting pivot, driving the primary fracture through a characteristic “open‐close ...
Chao Zhou +9 more
wiley +1 more source
Mechanical behavior of Port Basin Bulkheads Reinforced with novel multi-anchored sheet piles. [PDF]
Gao J +5 more
europepmc +1 more source
This work integrates 5 years of field data from the Aquistore CCS project with a non‐isothermal THM modeling framework to explain how cold CO2 injection alters injectivity over time. The study shows that sustained cooling near the wellbore reduces effective stresses, promotes tensile micro‑cracking, and leads to semi‑reversible permeability enhancement
Alireza Rangriz Shokri +3 more
wiley +1 more source
Modifying the capacity of shallow foundations to resist uplift forces using structural skirts as a promising alternative to using piles. [PDF]
Jaafar Al-Zubaidi A, Al-Saidi AAH.
europepmc +1 more source
This study presents large‐scale similarity model testing (geometric ratio 3.6) of an innovative multiple‐layered lining system—comprising exterior precast segments, middle self‐compacting concrete, and an interior steel pipe—for high‐pressure (0.75 MPa) water conveyance tunnels.
Ramin Asadi +4 more
wiley +1 more source
Response of free-headed segmental piles with mechanical joints to lateral loading. [PDF]
Liu T, Zhang Q, Sun C, Cheng J, Wu Y.
europepmc +1 more source
Where early successional forests are more flammable than old‐growth forests, forested landscapes are vulnerable to shifting into ‘fire traps' through positive feedbacks, where fire leads to more fire. These feedbacks are amplified by increased flammability driven by climate change, the presence of non‐native flammable plant species, and slowed ...
George L. W. Perry +4 more
wiley +1 more source

