2015
DOI: 10.1016/j.proeng.2015.07.151
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Moving Load Effect on Pavements at Random Excitation

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Cited by 7 publications
(4 citation statements)
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“…2. The conditional foundation modeled the work of the pile foundation in a plane setting: the load was applied directly to the level of piles tip, without taking into account the «pile-ground» friction forces or any dynamic effects during construction works (piles drilling, «moving load effect» [3], etc.). The width of the sole of the conditional foundation is assumed to be 30 m.…”
Section: Problem Statementmentioning
confidence: 99%
“…2. The conditional foundation modeled the work of the pile foundation in a plane setting: the load was applied directly to the level of piles tip, without taking into account the «pile-ground» friction forces or any dynamic effects during construction works (piles drilling, «moving load effect» [3], etc.). The width of the sole of the conditional foundation is assumed to be 30 m.…”
Section: Problem Statementmentioning
confidence: 99%
“…It is necessary, to be effective measures for noise reduction [13,14]. Decibels are logarithmic "units", they may not be added linearly like other figures.…”
Section: Analysis Of Noise Regulation Possibilitiesmentioning
confidence: 99%
“…[12] Modify the equipment used by using a hybrid system where there are two forces in producing current and voltage, namely solar panel power and sea waves. [13], [14] varying the blades of wind speed to obtain results from the characteristics of ocean waves.…”
Section: Introductionmentioning
confidence: 99%