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Volume change measurement in triaxial tests by monitoring cell fluid volume based on viscoelastic behavior of the test setup

Ahmadi-Naghadeh, Reza (författare)
Civil Engineering Department, Istanbul Aydin University, Küçükcekmece/istanbul, Turkey,Istanbul Aydin Universitesi,Istanbul Aydın University
Toker, Nabi Kartal (författare)
Civil Engineering Department, Middle East Technical University, Cankaya/Ankara, Turkey,Orta Doğu Teknik Üniversitesi,Middle East Technical University (METU)
 (creator_code:org_t)
ASTM International, 2017
2017
Engelska.
Ingår i: ASTM geotechnical testing journal. - : ASTM International. - 0149-6115 .- 1945-7545. ; 40:4, s. 683-697
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
Stäng  
  • A novel procedure was developed to measure the total volume change of the unsaturated soils in triaxial testing. The principle of the proposed method was based on cell fluid volume measurements corrected by the assumption of viscoelastic behavior for the triaxial setup. Calibration and parameter determination procedures of the model are devised, and the presented model is implemented into a MATLAB code. The proposed method was validated through a series of consolidated drained triaxial tests on saturated specimens, by comparing the changes in volume measurement of proposed method and conventional measurement (pore fluid). The accuracy in volume measurement during consolidation and shear stages of these tests was between 0.09 and 0.32 cm3, which is on par with or better than more complex and expensive alternatives found in the literature. Repeatability of the proposed technique in measurement of the volume change was also investigated through a series of suction controlled unsaturated soil tests.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Geotechnical Engineering (hsv//eng)

Nyckelord

Burgers model
Triaxial test
Unsaturated soil
Viscoelasticity
Volume change measurement
MATLAB
Soil surveys
Soil testing
Soils
Titration
Consolidated drained
Conventional measurements
Parameter determination
Triaxial testing
Visco-elastic behaviors
Volume measurement

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