LEF

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LEFLife Extension Foundation
LEFLeading Edge Forum (CSC)
LEFLight Emmitting Film
LEFLocal Event Flag
LEFLuquillo Experimental Forest (USDA)
LEFLibrary Exchange Format (Cadence Design Systems)
LEFLocal Education Funds
LEFLiteracy Empowerment Foundation
LEFLoad Equivalency Factor (civil engineering)
LEFLeading Edge Flap
LEFLymphoid Enhancer-Binding Factor
LEFLinear Electric Field
LEFLife Energy Foundation (Verbank, NY)
LEFLink Encryption Family
LEFLong Edge First (printer paper handling)
LEFLebanese Environment Forum
LEFLake Erie, Franklin, and Clarion (railroad)
LEFLabel-Encodings File
LEFLaser Excited Fluorescence
LEFLao Evangelical Fellowship
LEFLoad Enhancement Factor (structural testing)
LEFLaboratoire d'Expérimentation des Feux (French: Fire Experimentation Laboratory)
LEFLoyalty Enforcement Facilitator (Left Behind book series)
LEFLarge-Amplitude Electric Field Fluctuations
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References in periodicals archive ?
Generally, this is described by the load equivalency factor (LEF, also equivalent axle load factor), where an axle load is said to be equivalent (producing equal pavement wear) to a number of applications of a reference (standard) axle load.
Tire and pavement wear interaction monitoring for road performance indicators/Rehvide ja teekatte kulumise jalgimine teehoiu tulemusnaitajate susteemis
(2004) used the laboratory determined fatigue equations to develop load equivalency factors for multiple axle loading.
The main conclusion from this study is that the axle load equivalency factors should be related to applied fatigue criteria.
General Axle Load Equivalency Factors, Transportation Research Record 1482: 67-78.
Equivalent axle load factors for design of rigid pavements derived from fatigue criteria/Ekvivalentines asies apkrovos koeficiento nustatymas pagal nuovargio kriterijus projektuojant standziasias kelio dangas/Ar noguruma kriterija palidzibu noteiktie stingo cela segu projektesana nepieciesamie ekvivalentas slodzes ass kriteriji...
Results to date are presented in three separate documents in terms of primary response load equivalency factors, primary deflection responses, and primary layer horizontal strain responses.
* Develop primary response load equivalency factors, in terms of the standard 80.100 N (18kip) axle, that express pavement damage attributed to vehicles with different weights and load distributions.
The FHWA test road: construction and instrumentation
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