An improved double chamber triaxial volume change measurement system for unsaturated soils

It is crucial to accurately measure the volume change of specimens in triaxial tests on unsaturated soils. A new type of inner chamber structure has been designed for measuring volume changes, which can accurately measure the volume change of unsaturated soils during monotonic loading tests. Compare...

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Main Authors: Tingyu Wu, Chaobo Xia, Hui Chen, Xiaocong Xu, Daoming Pan, Jun Chen
Format: Article
Language:English
Published: Frontiers Media S.A. 2025-01-01
Series:Frontiers in Built Environment
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/fbuil.2024.1518953/full
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author Tingyu Wu
Tingyu Wu
Chaobo Xia
Hui Chen
Xiaocong Xu
Daoming Pan
Jun Chen
author_facet Tingyu Wu
Tingyu Wu
Chaobo Xia
Hui Chen
Xiaocong Xu
Daoming Pan
Jun Chen
author_sort Tingyu Wu
collection DOAJ
description It is crucial to accurately measure the volume change of specimens in triaxial tests on unsaturated soils. A new type of inner chamber structure has been designed for measuring volume changes, which can accurately measure the volume change of unsaturated soils during monotonic loading tests. Compared to conventional double chamber triaxial systems, the new inner chamber structure has higher precision and compatibility, and the inner chamber can be assembled under air-free water. The inner chamber assembled underwater avoids the problem that the air bubbles being trapped in the inner chamber, significantly reducing the impact of residual air in the system. A solid specimen made of stainless steel was used to calibrate the newly designed inner chamber. Under the net confining pressure (the difference between cell pressure and the initial cell pressure) of 400 kPa, the volume change error of system is only 0.037% of specimen volume, the measurement error is very small. The contact surface between the loading ram and the top cover is coated with Teflon material and smeared with Vaseline to reduce friction, and the friction force measured by high-precision force gauge is 4.14 N. Drained shear test was conducted on an undisturbed saturated soft clay specimen, where the volume change in the saturated soil specimen during drainage was used to verify the accuracy and precision of the inner chamber volume measurement method. The volume change error measured by the system during consolidation and shearing are 0.102% and 0.067% of specimen volume, respectively. The results indicate that the newly designed inner chamber structure is feasible for volume change measurement and has high precision.
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institution Kabale University
issn 2297-3362
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publishDate 2025-01-01
publisher Frontiers Media S.A.
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spelling doaj-art-323251a68884448cb283a467dd78ce9b2025-01-06T06:59:44ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622025-01-011010.3389/fbuil.2024.15189531518953An improved double chamber triaxial volume change measurement system for unsaturated soilsTingyu Wu0Tingyu Wu1Chaobo Xia2Hui Chen3Xiaocong Xu4Daoming Pan5Jun Chen6College of Civil Engineering, Zhejiang University of Technology, Hangzhou, ChinaZhejiang Key Laboratory of Civil Engineering Structures & Disaster Prevention and Mitigation Technology, Hangzhou, ChinaCollege of Civil Engineering, Zhejiang University of Technology, Hangzhou, ChinaCollege of Civil Engineering, Zhejiang University of Technology, Hangzhou, ChinaCollege of Civil Engineering, Zhejiang University of Technology, Hangzhou, ChinaCollege of Civil Engineering, Zhejiang University of Technology, Hangzhou, ChinaZhejiang Geological and Mineral Exploration Institute Co., Ltd., Hangzhou, ChinaIt is crucial to accurately measure the volume change of specimens in triaxial tests on unsaturated soils. A new type of inner chamber structure has been designed for measuring volume changes, which can accurately measure the volume change of unsaturated soils during monotonic loading tests. Compared to conventional double chamber triaxial systems, the new inner chamber structure has higher precision and compatibility, and the inner chamber can be assembled under air-free water. The inner chamber assembled underwater avoids the problem that the air bubbles being trapped in the inner chamber, significantly reducing the impact of residual air in the system. A solid specimen made of stainless steel was used to calibrate the newly designed inner chamber. Under the net confining pressure (the difference between cell pressure and the initial cell pressure) of 400 kPa, the volume change error of system is only 0.037% of specimen volume, the measurement error is very small. The contact surface between the loading ram and the top cover is coated with Teflon material and smeared with Vaseline to reduce friction, and the friction force measured by high-precision force gauge is 4.14 N. Drained shear test was conducted on an undisturbed saturated soft clay specimen, where the volume change in the saturated soil specimen during drainage was used to verify the accuracy and precision of the inner chamber volume measurement method. The volume change error measured by the system during consolidation and shearing are 0.102% and 0.067% of specimen volume, respectively. The results indicate that the newly designed inner chamber structure is feasible for volume change measurement and has high precision.https://www.frontiersin.org/articles/10.3389/fbuil.2024.1518953/fullunsaturated soilvolume changetriaxial testcalibrationunderwater assembly
spellingShingle Tingyu Wu
Tingyu Wu
Chaobo Xia
Hui Chen
Xiaocong Xu
Daoming Pan
Jun Chen
An improved double chamber triaxial volume change measurement system for unsaturated soils
Frontiers in Built Environment
unsaturated soil
volume change
triaxial test
calibration
underwater assembly
title An improved double chamber triaxial volume change measurement system for unsaturated soils
title_full An improved double chamber triaxial volume change measurement system for unsaturated soils
title_fullStr An improved double chamber triaxial volume change measurement system for unsaturated soils
title_full_unstemmed An improved double chamber triaxial volume change measurement system for unsaturated soils
title_short An improved double chamber triaxial volume change measurement system for unsaturated soils
title_sort improved double chamber triaxial volume change measurement system for unsaturated soils
topic unsaturated soil
volume change
triaxial test
calibration
underwater assembly
url https://www.frontiersin.org/articles/10.3389/fbuil.2024.1518953/full
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