Results 81 to 90 of about 17,931 (304)
Molten Salt Electrolyte for Enhanced Low‐Temperature Sodium Liquid Metal Batteries
This study introduces the application of a low‐temperature, high‐conductivity, solvent‐free Na/KFSI molten salt electrolyte in sodium liquid metal batteries. Additionally, this electrolyte facilitates the formation of a stable and NaF‐rich cathode electrolyte interphase (CEI) on the alloy cathode, enabling stable cycling at an unprecedentedly low ...
Jingya Dong +10 more
wiley +1 more source
The structure of a bridge has certain peculiarities, and its pile foundations are susceptible to uplift or settlement deformation due to various factors.
Lian-Hua Wang +5 more
doaj +1 more source
CHD pile performance, Part I:Physical modelling [PDF]
The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. It has performance characteristics of both displacement and non-displacement piles due to the nature in which it is installed.
Bell A +25 more
core +2 more sources
Digital Rights Activism in Multilevel Governance
ABSTRACT Multilevel governance (MLG) without a clear hierarchical structure can create power imbalances among various actors, particularly in settings with overlapping jurisdictions and policy areas. This dynamic is especially pronounced in Internet governance, which faces a complex interplay of domestic laws, state interdependence, and heightened ...
Alison Harcourt
wiley +1 more source
Earthquake and Tsunami NaTech Risk Assessment for Oil Storage Facilities
ABSTRACT Interaction of natural and technological hazards (NaTech) events, such as tsunamis and earthquakes, can affect industrial facilities such as those featuring anchored atmospheric storage tanks. Consequences of natural events on this kind of installation may include the release of hazardous substances, which in turn can lead to industrial ...
Georgios Baltzopoulos +6 more
wiley +1 more source
Study on the Bearing Characteristics of Pressure-Type Uplift Piles
This study, based on field tests and numerical simulations, compares the performance of conventional uplift piles and pressure-type uplift piles with respect to load-bearing capacity, axial force distribution, and skin friction.
Bo Zhang, Taoyuan Yang
doaj +1 more source
Uplift of Rigid Vertical Piles in Frozen Sand
ABSTRACT Using a simple displacement field the vertical uplift behaviour of a single rigid pile (or pier) embedded in a frozen sandy soil is analyzed. Results of the analysis are represented by curves from which the magnitude of the butt movement can be estimated for given uplift forces.
H.B. Poorooshasb, V.R. Parameswaran
openaire +2 more sources
ABSTRACT To enhance the structural robustness of bridges, a rocking arch‐shaped segmental pier with a double sliding system was previously proposed as a low‐cost solution to protect bridges in developing countries. The rocking behavior is triggered by halting the sliding motion, which increases the horizontal load‐bearing capacity and limits ...
Shengming Feng +6 more
wiley +1 more source
On the basis of core and log data, a Bayesian‐Optimized Random Forest model achieved 92.76% accuracy in classifying tight sandstone reservoirs. A gray relational analysis‐derived evaluation index shows > 80% consistency with actual gas zones. ABSTRACT Tight sandstone gas (TSG), an unconventional oil–gas resource, has heterogeneous reservoirs ...
Yin Yuan +8 more
wiley +1 more source
Exhumation history of the Higher Himalayan Crystalline along Dhauliganga-Goriganga river valleys, NW India: new constraints from fission track analysis [PDF]
New apatite and zircon fission track data collected from two transects along the Dhauliganga and Goriganga rivers in the NW Himalaya document exhumation of the Higher Himalayan Crystalline units. Despite sharing the same structural configuration and rock
A. Carter +66 more
core +1 more source

