Visual field monitoring of road defect and modeling of pavement road vibration from moving truck traffic

Adnan, Muhammad Akram; Adnan, Nor Hafizah; Sulaiman, Norliana

doi:10.1109/chuser.2012.6504428

Cited by 2 publications

(1 citation statement)

References 3 publications

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“…The range of measurement using a geophone can start from the value as low as 0.063 mm/s up to 30.5 mm/s (Sulaiman, 2018). Zhang et al (2016), Adnan et al (2012) and Bahrekazemi (2004) were among the researchers who measured and recorded the ground vibration using accelerometers. Figure 5 shows an accelerometer installation at the site conducted by Zhang et al (2016).…”

Section: = V/ 2πfmentioning

confidence: 99%

Empirical Model of Ground-Borne Vibration Induced by Commuter Railway Traffic

Lazi¹,

Adnan²,

Sulaiman³

2021

JST

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Train-induced ground-borne vibration has a negative effect on residential areas near railway tracks. Residents who are regularly exposed to ground-borne vibration can experience sleep disturbances and more serious health problems in the long run. In addition, it concerns the mental health of those who live nearby. Residents’ productivity and quality of life can be harmed as a result of direct exposure to train-induced ground-borne vibration. The relevant authorities must record a few precise measurements using technically sophisticated instruments and equipment to research further the impact of ground-borne vibrations induced by train traffic. However, the equipment is usually costly, and it has become one of the main stumbling blocks to achieving the desired results. This paper aimed to propose an alternative to the authority’s current guidelines and standards for vibration limits and environmental control. This research established a regression prediction model to forecast the peak particle velocity of commuter train ground-borne vibration. The established model considered a few parameters obtained from site surveys with limited or no tools at all. The data collected was measured along the ground rail tracks involving human-operated trains. Residents living in landed residential areas near railway tracks were selected as the recipients. Finally, the peak particle velocity models were established, validated, and a sensitivity analysis was carried out.

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Section: = V/ 2πfmentioning

confidence: 99%

Empirical Model of Ground-Borne Vibration Induced by Commuter Railway Traffic

Lazi¹,

Adnan²,

Sulaiman³

2021

JST

Self Cite

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The effect of networks cracks on the strength of pavement

Rudgalskiy¹,

Chusov

Aleksandrova

2020

J. Phys.: Conf. Ser.

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The analysis of the methodology for determining the coefficient of strength of pavement, based on the results of a visual assessment of the condition of pavement is performed. The traditional classification of the networks of cracks is considered, and the reasons for their arising on the Bolshie Uki - Znamenskoe road are analyzed. Traditional fatigue cracking and temperature tensile stresses are defined as main causes of cracks network. The feature of the emergence of networks of cracks on the pavement of the road Bolshie Uki - Znamenskoe, which consists in the appearance of these defects in sectors located on terrain with long standing groundwater, is revealed. Therefore, as a related cause of the appearance of a network of cracks, the effect of insufficient strength of a subgrade of cohesive soils and increased humidity was noted. Experimental work was carried out to determine the elastic deflections in the sectors with networks of cracks and the reference sector without defects. According to the experimental work, safety factors are determined, and mathematical models of the dependence of the coefficient of strength from the cell size of the cracks network are developed.

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Visual field monitoring of road defect and modeling of pavement road vibration from moving truck traffic

Cited by 2 publications

References 3 publications

Empirical Model of Ground-Borne Vibration Induced by Commuter Railway Traffic

Empirical Model of Ground-Borne Vibration Induced by Commuter Railway Traffic

The effect of networks cracks on the strength of pavement

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