Pipe jacking tunnel construction crossing the Bang Pakong River

Simple item page
dc.contributor.authorK. Piriyakul
dc.contributor.authorS. Pochalard
dc.contributor.authorE. Rungrueng
dc.date.accessioned2025-03-10T07:35:29Z
dc.date.available2025-03-10T07:35:29Z
dc.date.issued2021
dc.description.abstractThis article presented a case study on a pipe jacking tunneling project crossing underneath the Bang Prakong River in Thailand. This project belonged to the Thailand Irrigation Department and connected between the Klong Phra Ong Chaiya Nuchit and the Bang Pakong River. The technique and process of tunnel construction crossing the river by pipe jacking method were described in details. Moreover, the technique and process of shaft construction technique for jacking pit and receiving pit by sinking method were explained. The jacking pit was collapsed so it was reversed to be the receiving pit. This pit was rebuilt by the steel casing. Then the new jacking pit was improved from the old receiving by the jet grouting method. The jacking force was controlled under 900 Ton. The horizontal deviation was in between ±60 mm and the vertical deviation was in between ±70 mm along the tunnel line. © 2021 ISSMGE, London, UK
dc.identifier.citationGeotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 10th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, IS-CAMBRIDGE 2022
dc.identifier.doi10.1201/9780429321559-16
dc.identifier.isbn978-036733733-9
dc.identifier.scopus2-s2.0-85117379876
dc.identifier.urihttps://repository.dusit.ac.th//handle/123456789/4713
dc.languageEnglish
dc.publisherCRC Press/Balkema
dc.rights.holderScopus
dc.titlePipe jacking tunnel construction crossing the Bang Pakong River
dc.typeConference paper
mods.location.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85117379876&doi=10.1201%2f9780429321559-16&partnerID=40&md5=6df8ff595f0c8ff9ce6461f8e52bcd46
oaire.citation.endPage128
oaire.citation.startPage123
Files
Collections
SCOPUS 2021