Analysis of horizontal dynamic response of single pile under vertical load-Rayleigh wave combined action. [PDF]
Zhao S +5 more
europepmc +1 more source
Automated Three‐Dimensional Reflection Traveltime Modelling to Extract 3D Dipping Layer Geometries
ABSTRACT Steep geological structures are critical for improved understanding of tectonic processes and fluid circulation, particularly in crystalline settings. However, accurately determining their geometry at depth remains a challenge for conventional 2D surveys.
Samuel Zappalá +2 more
wiley +1 more source
A New Penetration Depth Method Using Proctor Compaction Test for Determining the Optimal Starting Time of Hardening Topping in Concrete Flooring. [PDF]
Michalik A, Zychowicz J.
europepmc +1 more source
THE AESTHETICS OF URBAN METABOLISM: Landscape, Design and the Politics of In/Visibility
Abstract In this article, we chart the evolving aesthetic contours of urban metabolism across London, focusing on the River Lea and Thamesmead to the north and south of the River Thames, respectively. We begin in the nineteenth century, when these two sites formed critical nodes within a new sewerage system that relegated the city's circulatory flows ...
Ben Platt, Zuhri James
wiley +1 more source
Unveiling soil thermal behavior under ultra-high voltage power cable operations. [PDF]
Ahmad S, Rizvi ZH, Wuttke F.
europepmc +1 more source
How Volume Increases the Mobility of Geophysical Granular Flow: A Unified Rheological Perspective
Abstract Geophysical granular flows, involving rapidly flowing granular materials, can exhibit volume‐enhanced mobility. Lacking a mechanistic understanding of such size effects limits the applications of lab‐scale findings to natural events. Using discrete element method simulations, we find that increasing granular system size suppresses energy ...
Ming Peng +5 more
wiley +1 more source
Intelligent calibration method for microscopic parameters in the discrete element method based on ensemble learning. [PDF]
Jiang Y +7 more
europepmc +1 more source
Hydraulic or Seepage Erosion: What Drives Bank Collapse in Tidal Environments?
Abstract The collapse of channel banks in tidal environments has typically been interpreted using fluvial concepts that prioritize hydraulic (flow‐driven) erosion. Yet daily tidal fluctuations trap pore water in channel banks, potentially producing sustained seepage flows capable of triggering collapse even without strong currents.
Kun Zhao +5 more
wiley +1 more source
Risk maps for urban fire with geospatial model-based framework. [PDF]
Wu K +8 more
europepmc +1 more source
Development of pile design methodology for an offshore wind farm in the North Sea [PDF]
Cathie, D +5 more
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