Results 71 to 80 of about 4,422,693 (293)

Development of coupled centrifuge-numerical modelling: investigation of global tunnel-building interaction [PDF]

open access: yes, 2014
There is an increasing demand for underground space in urban areas for infrastructure development. This has resulted in tunnel construction taking place in close proximity to buried infrastructure and building foundations.
Abdelatif, Amged O.   +3 more
core   +2 more sources

Can Hybrid Organisations Solve the Paradox of the Triple Bottom Line, and Does It Need Solving?

open access: yesBusiness Strategy and the Environment, EarlyView.
ABSTRACT This study investigates how B Corp certification enables hybrid organisations to integrate competing institutional logics of market and social purpose. Through a two‐stage qualitative design combining cross‐sector interviews with B Corps and an in‐depth case study, with a total of 30 participants, we analyse how certification supports hybrid ...
Ruth Cherrington   +3 more
wiley   +1 more source

Characterization of the Blessington sand geotechnical test site

open access: yesAIMS Geosciences, 2019
The paper describes the site characterization of a dense sand test site developed by the authors in an active quarry located near the village of Blessington, Ireland.
David Igoe, Kenneth Gavin
doaj   +1 more source

Ngos' Contributions to Innovation: Innovation Enablers or Lead Innovators?

open access: yesCorporate Social Responsibility and Environmental Management, EarlyView.
ABSTRACT This study explores how non‐governmental organisations (NGOs) engage with innovation processes. Drawing on a comparative case study of two NGOs working in water sustainability, the paper analyses NGO involvement across seven stages of the innovation process.
Maria Cristina Pietronudo   +3 more
wiley   +1 more source

Strain‐based modeling and analysis for rock blasting and geomechanics applications

open access: yesDeep Underground Science and Engineering, EarlyView.
This paper introduces a novel strain‐based modeling approach for blasting and geomechanical applications, using measurable variables like particle velocity, strain, and displacement. By bypassing complex constitutive relations, strain‐based models capture critical blasting trends and full‐blast design parameters with minimal calibration.
Ruilin Yang
wiley   +1 more source

Review and prospects of shear test of bolted rock joints

open access: yesDeep Underground Science and Engineering, EarlyView.
The laboratory shear test equipment, test method, and numerical simulation of bolted rock joints were summarized. The shortcomings and limitations of the current research were analyzed, and the research prospects were proposed. Abstract Rock bolting is a critical approach in geotechnical engineering for supporting weak rocks.
Shulin Ren   +4 more
wiley   +1 more source

Time-Dependent Bearing Capacity of Jacked Piles in Soft Soil Based on Non-Darcy Seepage

open access: yesBuildings
Non-Darcy seepage can more accurately quantify the bearing capacity of jacked piles during the bearing and reconsolidation processes. This paper is divided into three parts.
Lin Wu   +3 more
doaj   +1 more source

DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials

open access: yesComputers and geotechnics, 2023
B. Cerfontaine   +4 more
semanticscholar   +1 more source

Shear behavior of bolt–grout interfaces under constant normal stiffness: Influence of grout strength and thickness

open access: yesDeep Underground Science and Engineering, EarlyView.
The effects of grout strength and thickness on the shear behavior of bolt–grout interfaces (BGI) under constant normal stiffness conditions are investigated. Shear strength, failure modes, and acoustic emission characteristics are examined. The findings reveal that grout strength exerts a significantly greater influence on BGI shear strength and ...
Sunhao Zhang   +5 more
wiley   +1 more source

Development of Dynamic p-y Curve for Jacked Pile by Centrifuge Test

open access: yes, 2016
In this study, dynamic centrifuge tests in dry sand were conducted in order to evaluate the effect of pile installation on the dynamic p-y curve. According to the result of the pile installation effect on the dynamic p-y backbone curves, the subgrade ...
M. Yoo, S. Kwon, Il-Hwa Lee
semanticscholar   +1 more source

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