Research on the applicability of high-precision underground exploration technology to public roads in Bangkok: Part 2 – Risk assessment of cavities beneath concrete pavement

Conference proceedings article


ผู้เขียน/บรรณาธิการ


กลุ่มสาขาการวิจัยเชิงกลยุทธ์


รายละเอียดสำหรับงานพิมพ์

รายชื่อผู้แต่งPhutthananon, C., Kongkitkul, W., Cheamsuphakit, A., Seedown, W., Silakub, H., Yamashina, M., Shinohara, J. and Kinoshita, N.

ปีที่เผยแพร่ (ค.ศ.)2025

เลขในชุดGTE27

ภาษาEnglish-United States (EN-US)


บทคัดย่อ

Detection and assessment of underground cavities have become critical in Thailand due to increasing sinkhole-related incidents. In Japan, cavity risks under asphalt pavement are classified into three categories: urgent, monitoring, and no action required, based on cavity depth and size, with detection enabled by advanced Ground Penetrating Radar Mobile Mapping System 3D (GMS3) technology. However, applying this risk classification to concrete pavement in Bangkok is complex due to differing soil and structural conditions. This study employs a two-dimensional finite element method to evaluate typical concrete pavement structures in Bangkok under varying cavity depth and size conditions. The results, categorized by slab responses, were validated through 1-g scaled-down model tests that physically simulated cavities and monitored soil and pavement responses. These findings aim to improve asset management reliability and inform effective maintenance strategies for Thailand’s road infrastructure.


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อัพเดทล่าสุด 2025-01-07 ถึง 00:00