Results 101 to 110 of about 67,478 (268)

Dynamic Soil Structure Interaction Study [PDF]

open access: yes, 2014
The effect of the surrounding soil, as depicted by the soil-structure interaction effect, on the dynamic behavior of Brezina concrete gravity arch dam, located in El-Beyadh at the west of Algeria, is investigated in the present study.
Armouti, Nazzal   +3 more
core   +1 more source

A Fluvio‐Lacustrine Environment Preserved in the Jezero Crater Inlet Channel, Neretva Vallis, Mars

open access: yesJournal of Geophysical Research: Planets, Volume 131, Issue 1, January 2026.
Abstract Martian fluvial valleys provide evidence for the surface flow of liquid water, making them a key target for rover‐based investigations of ancient habitability. The Mars 2020 Perseverance rover spent ∼85 sols exploring the Bright Angel formation, exposed across the floor of Neretva Vallis: the western inlet channel of Jezero crater.
Alexander J. Jones   +31 more
wiley   +1 more source

Initial service life data towards structural health monitoring of a concrete arch dam

open access: yes, 2018
This paper presents a statistical framework to monitor the performance of an operational concrete arch dam using sensory data acquired during its initial service life.
G. Prakash   +3 more
semanticscholar   +1 more source

Synchronized Multidisciplinary Observations in Large‐Scale Dam Breach Experiments to Enhance the Understanding of Dam Failure Evolution

open access: yesWater Resources Research, Volume 62, Issue 1, January 2026.
Abstract Natural landslide dams pose severe hazards when they fail, and understanding their breach processes remain challenging because such events are rarely observed directly in the field. To address this gap, we conducted large‐scale overtopping experiments with compacted (CP) and non‐compacted (NCP) dams, supported by a synchronized multi‐sensor ...
Su‐Chin Chen   +6 more
wiley   +1 more source

Concrete Swelling in Existing Dams

open access: yes, 2011
Several chemical reactions are able to produce swelling of concrete for decades after its initial curing, a problem that affects a considerable number of concrete dams around the world.
González, Patricia   +3 more
core  

Panama Canal Twenty-fifth anniversary 1914 - Aug. 15 -1939 [PDF]

open access: yes, 1928
Leonard Carpenter Panama Canal Collection. Photographs: Views of Panama and the Canal. [Box 1] from the Special Collections & Area Studies Department, George A. Smathers Libraries, University of Florida.
Hardy, Rufus
core  

Probabilistic Safety Evaluation of a Concrete arch dam Based on Finite Element Modeling and A Reliability L-R Approach

open access: yesCivil and Environmental Engineering Reports, 2019
The safety assessment of the Pacoima arch dam is investigated in this paper. A Load – Resistance (L-R) method was used to ensure that the dam is safe or if it is at risk of failure. The “probabilistic design system” ANSYS finite element software was used
Majid Pouraminian   +3 more
semanticscholar   +1 more source

THE CONTESTED URBANISM OF ABANDONMENT: The Afterlife of Two Distressed Neighborhoods in Detroit

open access: yesInternational Journal of Urban and Regional Research, Volume 50, Issue 1, Page 5-23, January 2026.
Abstract In post‐industrial cities in decline, what happens to leftover spaces after abandonment? This question lies at the root of trying to make sense of entrenched distress in neighborhoods in deindustrializing Detroit, a city struggling for more than five decades with disinvestment, job losses, population shrinkage, a collapsed housing market ...
Martin J. Murray   +2 more
wiley   +1 more source

The Dynamic Response of an Arch Dam During a Recorded Low-Intensity Earthquake

open access: yesApplied Sciences
The dynamic behavior of a concrete arch dam, the Baixo Sabor dam, built in Portugal, is investigated. A numerical model was developed to represent the dam, foundation, and reservoir system.
Jorge P. Gomes, José V. Lemos
doaj   +1 more source

Mechanical Characteristics and Collapse Process Simulation of Tunnel Under Seismic Loading During Construction: A Case Study of a Deep Diversion Tunnel in Southwest China

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
To investigate the collapse mechanisms of diversion tunnels during construction under seismic loading, a coupled continuum‐discrete numerical simulation method was employed. Before seismic excitation, the initial support system was generally stable, with minor damage observed at the arch foot and arch crown (damage coefficient <0.033).
Bin Gan   +5 more
wiley   +1 more source

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