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Studia Geotechnica et Mechanica
Édition 45 (2023): Edition s1 (December 2023)
Accès libre
Quality requirements for static liquefaction test of soil in triaxial apparatus
Mirosław J. Lipiński
Mirosław J. Lipiński
,
Małgorzata Wdowska
Małgorzata Wdowska
et
Intan Puspitaningrum
Intan Puspitaningrum
| 18 oct. 2023
Studia Geotechnica et Mechanica
Édition 45 (2023): Edition s1 (December 2023)
Special Issue 19th KKMGiIG
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Article Category:
Special Issue 19th KKMGiIG
Publié en ligne:
18 oct. 2023
Pages:
395 - 404
Reçu:
13 mars 2023
Accepté:
15 sept. 2023
DOI:
https://doi.org/10.2478/sgem-2023-0019
Mots clés
static liquefaction of soil
,
triaxial test procedure
,
quality requirements
© 2023 Mirosław J. Lipiński et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
Figure 1:
Types of undrained response of soil to monotonic loading: a) strain hardening (SH), b) strain softening (SS), c) limited strain softening (LSS).
Figure 2:
Sensitivity of undrained response of coarse sand to change of void ratio value: a) stress–strain characteristics, b) effective stress paths.
Figure 3:
Specimen preparation procedure for reconstitution of soil specimen for liquefaction test in a triaxial apparatus: a) moist tamping, b) dry deposition, c) water sedimentation.
Figure 4:
Position of compressibility curves of materials prepared by various specimen preparation methods.
Figure 5:
Necessary quality enhancement of test procedure for static liquefaction test.
Figure 6:
Influence of membrane penetration on a position of steady state of coarse sand (Lipiński, 2000).
Figure 7:
Specimen volume change during preparatory stages in triaxial apparatus for materials with various amount of fines (Lipiński, 2000).
Figure 8:
Change of void ratio during the first flushing with water against the initial value of the parameter (Lipinski, 2000).
Figure 9:
Reduction of friction on the top and bottom platens of triaxial apparatus (Lipinski & Wdowska, 2004).
Figure 10:
Significance of data acquisition system velocity in reconstruction of stress–strain curve in load controlled test: a) data acquired every second, b) data acquired every 20 ms.