Evaluation of Interface Shear Strength Coefficient of Alternative Geogrid Made from Para Rubber Sheet

Simple item page
dc.contributor.authorAnubud Liangsunthonsit
dc.contributor.authorPakkapon Jaroonrat
dc.contributor.authorJiratchaya Ayawanna
dc.contributor.authorWeerawut Naebpetch
dc.contributor.authorSalisa Chaiyaput
dc.date.accessioned2026-05-08T19:19:17Z
dc.date.issued2023-3-29
dc.description.abstractis progressively smaller in reinforced sand, lateritic soil, and clay, respectively. Higher tensile strength of reinforced materials using the RCS geogrid than those using the RSS geogrid is encouraged by the better elastic characteristics of the RCS geogrid. Thus, utilizing the RCS geogrid-reinforced materials can better increase the shear strength of coarse-grained soil such as sand and gravel.
dc.identifier.doi10.3390/polym15071707
dc.identifier.urihttps://dspace.kmitl.ac.th/handle/123456789/16929
dc.publisherPolymers
dc.subjectGeotechnical Engineering and Soil Stabilization
dc.subjectLandfill Environmental Impact Studies
dc.subjectGeotechnical Engineering and Underground Structures
dc.titleEvaluation of Interface Shear Strength Coefficient of Alternative Geogrid Made from Para Rubber Sheet
dc.typeArticle

Files

Collections

All