Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116217
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorResearch Institute for Sustainable Urban Developmenten_US
dc.creatorGuo, Cen_US
dc.creatorZhou, Cen_US
dc.date.accessioned2025-12-02T08:30:53Z-
dc.date.available2025-12-02T08:30:53Z-
dc.identifier.issn0149-6115en_US
dc.identifier.urihttp://hdl.handle.net/10397/116217-
dc.language.isoenen_US
dc.publisherASTM Internationalen_US
dc.rightsCopyright © 2025 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959en_US
dc.rightsThis is the accepted version of an article published in Publication Geotechnical Testing Journal, Novel Single-Point-Type Tactile Pressure Sensors for Earth and Soil-Structure Interface Contact Pressures Measurement, Copyright © 2025, ASTM International, West Conshohocken, PA, pages 728–746, http://dx.doi.org/10.1520/GTJ20240066.en_US
dc.subjectEarth pressure cellen_US
dc.subjectPhysical modelingen_US
dc.subjectSensor accuracyen_US
dc.subjectSingle-point-type tactile pressure sensorsen_US
dc.subjectSoil-structure interactionen_US
dc.subjectSoil-structure interface contact pressure transduceren_US
dc.titleNovel single-point-type tactile pressure sensors for earth and soil-structure interface contact pressures measurementen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage728en_US
dc.identifier.epage746en_US
dc.identifier.volume48en_US
dc.identifier.issue5en_US
dc.identifier.doi10.1520/GTJ20240066en_US
dcterms.abstractThe single-point-type tactile pressure sensor (TPS) is a thin and flexible piezoresistive sensor that shows promise in overcoming the limitations of current methodologies for measuring earth pressure within soils and contact pressure at soil-structure interfaces. Despite this potential, the feasibility of the TPS application has not been verified in physical model tests of soil-structure interaction. This article addresses this gap by introducing a new earth pressure cell (TPS-EPC) with limited thickness and a soil-structure interface contact pressure transducer (TPS-ICPT) conforming to curved interfaces based on a single-point-type TPS. The article presents a comprehensive methodology encompassing sensor design, signal processing, and calibration. Additionally, a nonlinear signal conversion method is recommended to enhance measurement accuracy. Compared with traditional EPCs, TPS-EPCs with the suggested methodology offer more precise earth pressure measurements due to reduced arching effects resulting from their limited thickness. The feasibility of new sensors was validated for the first time in the physical modeling of cyclic axial soil pipe interaction, providing a new and highly sensitive method for soil pressure measurement and yielding valuable insights into soil-pipe interaction behavior, including constrained dilation on the soil-pipe interface and the evolution of soil arching on the pipe.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationGeotechnical testing journal, 1 Sept 2025, v. 48, no. 5, p. 728-746en_US
dcterms.isPartOfGeotechnical testing journalen_US
dcterms.issued2025-09-01-
dc.identifier.eissn1945-7545en_US
dc.description.validate202512 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4167a, a4190-
dc.identifier.SubFormID52185, 52217-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors would like to thank the Research Grants Council (RGC) of the HKSAR for providing financial support through grant N_PolyU526/23 and AoE/E-603/18. This work is also supported by RISUD/PolyU under Grant 1-BBWS.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2026-06-12 (Version of Record)en_US
dc.description.oaCategoryPublisher permissionen_US
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