Behaviour of Discrete Piles Used to Stabilise a Tree-Covered Railway Embankment

Geotechnique - United Kingdom
doi 10.1680/jgeot.18.p.150
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Thomas Telford Ltd.

Related search

Stabilisation of a Progressive Railway Embankment Slip

Geomechanics and Geoengineering
Geotechnical EngineeringEngineering Geology
2008English

Rainfall–runoff Modelling of Railway Embankment Steep Slopes

Hydrological Sciences Journal
Water ScienceTechnology
2013English

Behaviour of Underpinning Piles Due to Shield Tunnel Installation

Geotechnical Research
Geotechnical EngineeringEngineering Geology
2019English

Algorithm Used to Detect Weak Signals Covered by Noise in PIND

International Journal of Aerospace Engineering
Aerospace Engineering
2019English

Challenges in Construction of Secant Bored Piles in Sandy Soil and Within a Railway Protection Zone

Urban Rail Transit
DevelopmentElectronic EngineeringTransportationAutomotive EngineeringStructural EngineeringCivilUrban StudiesPlanningElectricalGeography
2020English

Discrete Choice Analysis of Travel Behaviour

Transactions on Transport Sciences
ManagementMonitoringAutomotive EngineeringApplied PsychologyStructural EngineeringCivilPolicyTransportationLaw
2019English

Cyclic Behavior of Asphalt Concrete Used as Impervious Core in Embankment Dams

Journal of Geotechnical and Geoenvironmental Engineering - ASCE
Geotechnical EngineeringEngineering GeologyEnvironmental Science
2011English

Development of a Valve for a Braking-Torque Control Used on Railway Brakes

MM Science Journal
Electronic EngineeringIndustrialMechanical EngineeringAutomotive EngineeringManufacturing EngineeringElectrical
2018English

Discrete Element Method, a Tool to Investigate Complex Material Behaviour in Material Forming

2010English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy