首页|期刊导航|道路工程学报(英文)|Unconfined compressive strength and small-strain shear modulus of soft marine clay improved by ordinary Portland cement and polyester fibers with modeling by Michaelis-Menten kinetics
Unconfined compressive strength and small-strain shear modulus of soft marine clay improved by ordinary Portland cement and polyester fibers with modeling by Michaelis-Menten kinetics
Keeratikan Piriyakul Aruz Petcherdchoo Koonnamas Punthutaecha Tanakorn Phoo-ngernkham
道路工程学报(英文)2026,Vol.6Issue(1):134-147,14.
道路工程学报(英文)2026,Vol.6Issue(1):134-147,14.DOI:10.1016/j.jreng.2025.01.007
Unconfined compressive strength and small-strain shear modulus of soft marine clay improved by ordinary Portland cement and polyester fibers with modeling by Michaelis-Menten kinetics
Unconfined compressive strength and small-strain shear modulus of soft marine clay improved by ordinary Portland cement and polyester fibers with modeling by Michaelis-Menten kinetics
摘要
关键词
Bangkok soft marine clay/Unconfined compressive strength/Small-strain shear modulus/Bender elements/Polyester fibers/Michaelis-Menten kineticsKey words
Bangkok soft marine clay/Unconfined compressive strength/Small-strain shear modulus/Bender elements/Polyester fibers/Michaelis-Menten kinetics引用本文复制引用
Keeratikan Piriyakul,Aruz Petcherdchoo,Koonnamas Punthutaecha,Tanakorn Phoo-ngernkham..Unconfined compressive strength and small-strain shear modulus of soft marine clay improved by ordinary Portland cement and polyester fibers with modeling by Michaelis-Menten kinetics[J].道路工程学报(英文),2026,6(1):134-147,14.基金项目
This research budget is allocated by National Science,Research and Innovation Fund(NSRF),and King Mongkut's University of Technology North Bangkok(project no.KMUTNB-FF-67-B-44 and KMUTNB-FF-67-B-45).This research was supported by the NSRF through the Program Management Unit for Human Resources & Institutional Development,Research and Innovation(grant no.B40G660036). (NSRF)