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contributor authorJian-Hua Yin
contributor authorJie-Qiong Qin
contributor authorWei-Qiang Feng
date accessioned2022-01-30T21:42:44Z
date available2022-01-30T21:42:44Z
date issued8/1/2020 12:00:00 AM
identifier other%28ASCE%29GM.1943-5622.0001724.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268711
description abstractIn this study, a novel effective stress cell based on fiber Bragg grating (FBG) sensing technology is developed for direct measurement of effective stress in saturated soil. The primary concept of direct measurement is that the pore-water pressures acting on both front and back surfaces of the sensing plate do not induce the deflection of the sensing plate, and thus the measured deflection of the sensing plate is caused by the effective stress only. The calibration results of the FBG-based effective stress cell (FBG-ESC) demonstrate a good linearity between the Bragg wavelength of the FBG sensor and the applied pressure. The workability and performance of the FBG-ESC in a saturated soil have been verified in a physical model test subjected to vertical pressures. It is found that the effective stress data directly measured by the FBG-ESC agree well with the effective stress values calculated, according to the effective stress principle, from the difference between the total stress and pore-water pressure measured by conventional transducers. All these results indicate that the novel FBG-ESC is capable of directly measuring the effective stress in a saturated soil.
publisherASCE
titleNovel FBG-Based Effective Stress Cell for Direct Measurement of Effective Stress in Saturated Soil
typeJournal Paper
journal volume20
journal issue8
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001724
page7
treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
contenttypeFulltext


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