Redevelopment of Aggregate and Rock Quarries: No Longer Just a Hole in the Ground
Redevelopment of former sand and gravel (aggregate) and rock quarries can be challenging, often requiring developers, quarry operators, planners, and engineers to work in tandem. As urban and suburban...

Artificial Beach Construction with Sand/Gravel Made by Crushing Rock

Structurally Enhanced Foundations: A Functional Solution to Thaw Strain in Frozen Sand and Gravel
Some building sites with perennially frozen soil profiles are developed using nonelevated, conventional-appearing foundation systems. These sites consist of frozen sands and gravels and...

Corebits: Allied Organizations - News From AGI – AGI Executive Director Marcus Milling Receives Pick and Gravel Award; Introductory Geoscience Enrollments in the United States; ADSC Magazine Wins Excellence Award

Headcut Analysis for Off-Channel Gravel Pits in Arid Environments
The study focuses on a large gravel pit located adjacent to the Santa Cruz River between the confluences with the Rillito and Canada del Oro rivers in Tucson, Arizona. These gravel pits...

Effect of Pier Geometry on Scour in Graded Gravels

Longshore Drift Evaluation on a Groyned Shingle Beach Using Field Data

El Niño Storms and the Morphodynamic Response of Two Cobble Beaches

Application of Bailard's Energetics Model for Shingle Sediment Transport

River Restoration and Near-Channel Gravel Mining

Equilibrium Gravel Bedload Transport

Coastal Sediment Transport on Shingle Beaches

Gravel Mining Impacts on San Benito River, California

Interaction Between River-Bed Degradation and Growth of Vegetation in Gravel Bed River

Laboratory Assessment of Residual Strength of Gravelly Fill of an Earth Dam

Blue Earth County Finn Road/Oil Gravel Project: CSAH 24 from TH 30 to CSAH 25

Hydrodynamics and Sediment Transport on Composite (Mixed Sand/Shingle) and Sand Beaches: A Comparison

Implications of Vs-BPT (N1)60 Correlations for Liquefaction Assessment in Gravels

Drainage Capacity of Stone Columns or Gravel Drains for Mitigating Liquefaction

Interface Friction of a Soil–Fabric–Aggregate System

 

 

 

 

Return to search