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 kineticsOA

作者：Keeratikan Piriyakul;Aruz Petcherdchoo;Koonnamas Punthutaecha;Tanakorn Phoo-ngernkham

作者单位：Center of Excellence in Structural Dynamics and Urban Management,Science and Technology Research Institute,King Mongkut's University of Technology North Bangkok,Bangkok 10080,Thailand||Operations Center of Integrated Innovation Research and Development Under Industrial Standard,King Mongkut's University of Technology North Bangkok,Bangkok 10080,Thailand||Department of Civil and Environmental Engineering Technology,College of Industrial Technology,King Mongkut's University of Technology North Bangkok,Bangkok 10080,ThailandDepartment of Civil Engineering,Faculty of Engineering,King Mongkut's University of Technology North Bangkok,Bangkok 10080,ThailandDepartment of Rural Roads,Ministry of Transport,Bangkok 10220,ThailandSustainable Construction Material Technology Research Unit,Department of Civil Engineering,Faculty of Engineering and Technology,Rajamangala University of Technology Isan,Nakhon Ratchasima 30000,Thailand

中文关键词：Bangkok soft marine clayUnconfined compressive strengthSmall-strain shear modulusBender elementsPolyester fibersMichaelis-Menten kinetics

英文关键词：Bangkok soft marine clayUnconfined compressive strengthSmall-strain shear modulusBender elementsPolyester fibersMichaelis-Menten kinetics

刊名：《道路工程学报（英文）》 2026 (1)

页码/页数：134-147,14

基金：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).

DOI：10.1016/j.jreng.2025.01.007