Results 51 to 60 of about 578 (183)
Marine Fish Passage—Underappreciated Threats to Connectivity Within the Marine Environment
ABSTRACT Habitat fragmentation is a major threat to aquatic biodiversity loss. However, much of the focus is on the connectivity of freshwaters, with much less attention given to marine ecosystems. We contend that coastal infrastructure including bridges, causeways, tidal turbines, land infilling and harbours, wharfs, quays, piers and docks have ...
Robert J. Lennox +9 more
wiley +1 more source
The uncertainty and correlation of nonlinear strength parameters of rockfill are the key factors affecting the stability reliability analysis results of rockfill dam slopes.
KONG Xian-jing 1, 2, SONG Lai-fu 1, XU Bin 1, 2, ZOU De-gao 1, 2
doaj +1 more source
This study evaluates the static and seismic stability of the Narasimharaya Sagar (Gorukallu Balancing Reservoir) earthen dam, located in India’s seismically active Zone II. Using GeoStudio software, seepage, slope stability, and liquefaction analyses were conducted to assess the dam’s performance under static and dynamic conditions.
Chih-Wei Lu +6 more
wiley +1 more source
Seismic safety analysis of high earth-rockfill dams based on seismic deformational fragility
The performance-based seismic fragility analysis can effectively estimate structural damage under earthquake action and become one of the important methods for seismic safety assessment.
JIN Cong-cong 1, CHI Shi-chun , NIE Zhang-bo
doaj +1 more source
Asphalt concrete core rockfill dams, favored for their superior impermeability and adaptable deformation capacity (effectively accommodating uneven settlement), have been gaining increasing attention in Chinese engineering practice. However, ensuring safety during high‐temperature paving and subsequent cooling remains crucial.
Min Yuan +8 more
wiley +1 more source
InSAR Observation and Numerical Modeling of the Earth-Dam Displacement of Shuibuya Dam (China)
How to accurately determine the mechanical parameters of rockfill is one of the key issues of concrete-face rockfill dams. Parameter back-analysis using internal or external monitoring data has been proven to be an efficient way to solve this problem ...
Wei Zhou +3 more
doaj +1 more source
Feedback Analysis of Deformation Modulus for an Extra‐High Arch Dam With Dam Height of 300 m Level
Deformation is a critical indicator for safety monitoring of arch dams in operation; comparing measured deformation values with calculated ones is a common approach to assess dam behavior. However, deformation calculated based on design deformation parameters often significantly differs from measured values, especially for extra‐high arch dams; to ...
Zhiyong Qi +5 more
wiley +1 more source
Global sensitivity analysis of parameters based on sPCE: The case study of a concrete face rockfill dam in northwest China. [PDF]
Ran L, Yang J, Ma C, Cheng L, Zhou M.
europepmc +1 more source
A Cross-Source Point Cloud Registration Algorithm Based on Trigonometric Mutation Chaotic Harris Hawk Optimisation for Rockfill Dam Construction. [PDF]
Ren B, Zhao H, Han S.
europepmc +1 more source
Long-term Deformation Prediction of 300 m High Rockfill Dams
:Creep deformation is an important feature of high rockfill dams. Excessive settlement may endanger the stability of the dam or impair its normal operation.
doaj

