journal article·2022-12Open access

Evaluation indicators of saturation on partially saturated sand induced by microbial gas

Meitong Lv, Dingwen Zhang, Haoming Ren

Abstract

The induced partial saturation (IPS) technique introduces a certain amount of air/gas into soil voids to mitigate sand liquefaction. The microbial desaturation method utilises biological metabolic processes which are good for environmental protection and disaster prevention. Real time monitoring and quantitative analysis of the saturation after microbial bubble generation are the first step in the field application of the IPS method. In this study, shear wave velocity measurements were taken using the pre-vibration technique through an array of accelerometers at different depths on the basis of shaking table model tests. The shear wave velocity was obtained during the desaturation of microbial gas production. The arrival time of the first wave peak increased and the shear wave velocity decreased with the decreasing saturation. The shear wave velocity decreased with the saturation, and the rate of shear wave velocity decreased when the degree of saturation reduced to 90 %. This result indicates that the shear wave speed is effective as an indicator of saturation in microbial gas production. The shear wave velocity decreases with the saturation, and the relationship between the two satisfies the exponential functions. A quantitative relationship was established between the saturation and shear wave velocity during microbial gas production. The maximum shear modulus decreases with the saturation during the gas production process. Meanwhile, the relationship between shear wave velocity and resistivity was established using resistivity meters. The resistivity value decreases with the degree of saturation. The power function relationship between resistivity and saturation was satisfied in this experiment. The explicit analysis of the saturation data at each point in the desaturation method has significant research value for field trials using high-density electrical resistivity tomography. The research results obtained in this experiment can help in the quantitatively analysis of the uniformity and effectiveness of bubble distribution in the field test application of the microbial desaturation method and provide a basis for the engineering application of the microbial desaturation method in field tests.
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Research context

OpenAlex topics: Geophysical and Geoelectrical Methods · Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (27)

Show source-provided references
1. Field reconnaissance data from GEER investigation of the 2018 M-W 7.5 Palu-Donggala earthquake
2. Review of soil liquefaction characteristics during major earthquakes of the twenty-first century10.1007/s11069-012-0433-9 ↗
3. Treatment of liquefiable ground by resonant compaction using a crisscross-shaped probe. Case Study at the Huaiyan Highway Site10.1007/s11204-021-09749-5 ↗
4. Liquefaction performance of soils at the site of a partially completed ground improvement project during the 1999 Chi-Chi earthquake in Taiwan10.1139/t01-067 ↗
5. Effects of saturation and back pressure on sand liquefaction10.1061/(ASCE)0733-9410(1991)117:9(1347) ↗
6. Effects of system compliance on liquefaction tests10.1061/AJGEB6.0000614 ↗
7. Liquefaction resistance of a partially saturated sand10.3208/sandf1972.29.3_157 ↗
8. Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand10.3208/sandf.46.695 ↗
9. Mechanical effects of biogenic nitrogen gas bubbles in soils10.1061/(ASCE)GT.1943-5606.0000571 ↗
10. Induced-partial saturation for liquefaction mitigation: experimental investigation10.1061/(ASCE)1090-0241(2007)133:4(372) ↗
11. In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation10.1061/(ASCE)GT.1943-5606.0000483 ↗
12. Mitigation of soil liquefaction using microbially induced desaturation10.1631/jzus.A1600241 ↗
13. modelling of air injection to remediate liquefaction
14. Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations10.1007/s10518-016-9968-6 ↗
15. Mitigation of sand liquefaction under static loading condition using biogas bubbles generated by denitrifying bacteria10.1016/j.jenvman.2021.113106 ↗
16. Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading10.1680/jgeot.19.P.080 ↗
17. Anti-liquefaction performance of partially saturated sand induced by biogas under high intensity vibration10.1016/j.jclepro.2021.128794 ↗
18. Shear wave velocity measurement in the centrifuge using bender elements10.1520/GTJ20130189 ↗
19. New tool for shear wave velocity measurements in model tests10.1520/GTJ11065J ↗
20. Shear wave velocity measurements and soil–pile system identifications in dynamic centrifuge tests10.1007/s10518-013-9545-1 ↗
21. Performance evaluation of a MICP-treated calcareous sandy foundation using shake table tests10.1016/j.soildyn.2019.105959 ↗
22. Surface-mounted bender elements for measuring horizontal shear wave velocity of soils10.1631/jzus.A0820323 ↗
23. Liquefaction resistance of soils from shear-wave velocity
24. Shear wave velocity and stiffness of sand: the role of non-plastic fines10.1680/jgeot.15.P.205 ↗
25. Comparing laboratory-based liquefaction resistance of a sand with non-plastic fines with shear wave velocity-based field case histories10.1016/j.soildyn.2018.05.028 ↗
26. Evaluation of dynamic properties of partially saturated sands using cyclic triaxial tests10.1007/s40098-020-00433-3 ↗
27. Desaturation for liquefaction mitigation using biogas produced by Pseudomonas stutzeri10.1520/JTE20170435 ↗