<abstract xmlns="http://www.w3.org/1999/xhtml"><p>This paper analyses and discusses experimental results of undrained triaxial tests. The tests were performed on non-cohesive partially saturated soil samples subjected to monotonic and cyclic loading. The tests were aimed at determining the influence of saturation degree on soil’s undrained response (shear strength, excess pore pressure generation). The saturation of samples was monitored by checking Skempton’s parameter <italic>B</italic>. Additionally, seismic P-wave velocity measurements were carried out on samples characterized by various degrees of saturation. The tests clearly showed that liquefaction may also take place in non-cohesive soils that are not fully saturated and that the liquefaction potential of such soils strongly depends on the <italic>B</italic> parameter.</p></abstract>

This paper analyses and discusses experimental results of undrained triaxial tests. The tests were performed on non-cohesive partially saturated soil samples subjected to monotonic and cyclic loading. The tests were aimed at determining the influence of saturation degree on soil’s undrained response (shear strength, excess pore pressure generation). The saturation of samples was monitored by checking Skempton’s parameter B. Additionally, seismic P-wave velocity measurements were carried out on samples characterized by various degrees of saturation. The tests clearly showed that liquefaction may also take place in non-cohesive soils that are not fully saturated and that the liquefaction potential of such soils strongly depends on the B parameter.

Response of Partially Saturated Non-cohesive Soils

Institute of Hydro-Engineering, Polish Academy of Sciences

Archives of Hydro-Engineering and Environmental Mechanics

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Response of Partially Saturated Non-cohesive Soils"}

This paper analyses and discusses experimental results of undrained triaxial tests. The tests were performed on non-cohesive partially saturated soil samples...

Response of Partially Saturated Non-cohesive Soils

Data publikacji: 04 kwi 2018

Zakres stron: 187 - 207

Otrzymano: 27 lis 2017

DOI: https://doi.org/10.1515/heem-2017-0012

Słowa kluczowe
partial saturation, liquefaction, pore pressure generation, triaxial conditions

© 2017 Waldemar Świdziński et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Response of Partially Saturated Non-cohesive Soils

Data publikacji: 04 kwi 2018

Zakres stron: 187 - 207

Otrzymano: 27 lis 2017

DOI: https://doi.org/10.1515/heem-2017-0012

Słowa kluczowepartial saturation, liquefaction, pore pressure generation, triaxial conditions

© 2017 Waldemar Świdziński et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
partial saturation, liquefaction, pore pressure generation, triaxial conditions