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Seismic Response of Mitigation of Sand Liquefaction Beneath Existing Building Using Microbial Bubbles Induced Desaturation

https://doi.org/10.2139/ssrn.4628687
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inferredcites →https://doi.org/10.1007/s10518-016-9968-6openalex-extracted
Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations
inferredcites →https://doi.org/10.1007/s10706-021-01926-5openalex-extracted
Partial Saturation as a Liquefaction Countermeasure: A Review
inferredcites →https://doi.org/10.1007/s40999-022-00727-yopenalex-extracted
Liquefaction Mitigation of Medium-to-Fine Sands with Microbial Gas Under Cyclic Triaxial Loading
inferredcites →https://doi.org/10.1016/j.jclepro.2021.128794openalex-extracted
Anti-liquefaction performance of partially saturated sand induced by biogas under high intensity vibration
inferredcites →https://doi.org/10.1016/j.jenvman.2021.113106openalex-extracted
Mitigation of sand liquefaction under static loading condition using biogas bubbles generated by denitrifying bacteria
inferredcites →https://doi.org/10.1016/j.sandf.2016.07.013openalex-extracted
Effect of saturation on liquefaction resistance of iron ore fines and two sandy soils
inferredcites →https://doi.org/10.1016/j.soildyn.2004.11.023openalex-extracted
Semi-empirical procedures for evaluating liquefaction potential during earthquakes
inferredcites →https://doi.org/10.1016/j.soildyn.2017.03.018openalex-extracted
Influence of air injection on the liquefaction-induced deformation mechanisms beneath shallow foundations
inferredcites →https://doi.org/10.1016/j.soildyn.2018.03.022openalex-extracted
Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading
inferredcites →https://doi.org/10.1016/j.soildyn.2018.04.046openalex-extracted
Pre-shaking effects on volumetric strain and cyclic strength of sand and comparison to unsaturated soils
inferredcites →https://doi.org/10.1061/(asce)0899-1561(2007)19:1(33)openalex-extracted
Stabilization of Liquefiable Soils Using Colloidal Silica Grout
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2005)131:7(876)openalex-extracted
Liquefaction and Drainage in Stratified Soil
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2006)132:2(258)openalex-extracted
Degree of Saturation and Liquefaction Resistances of Sand Improved with Sand Compaction Pile
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2007)133:4(372)openalex-extracted
Induced-Partial Saturation for Liquefaction Mitigation: Experimental Investigation
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000958openalex-extracted
Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000483openalex-extracted
In-Situ Desaturation Test by Air Injection and Its Evaluation through Field Monitoring and Multiphase Flow Simulation
inferredcites →https://doi.org/10.1061/40802(189)38openalex-extracted
Preparation and Cyclic Testing of Partially Saturated Sands
inferredcites →https://doi.org/10.1061/9780784412787.090openalex-extracted
Remediation of Liquefaction Potential of Sand Using the Biogas Method
inferredcites →https://doi.org/10.1080/17486020802483730openalex-extracted
Centrifuge modelling of inclined micro-piles for liquefaction remediation of existing buildings
inferredcites →https://doi.org/10.1520/jte20170435openalex-extracted
Desaturation for Liquefaction Mitigation Using Biogas Produced by Pseudomonas stutzeri
inferredcites →https://doi.org/10.1631/jzus.a1600241openalex-extracted
Mitigation of soil liquefaction using microbially induced desaturation
inferredcites →https://doi.org/10.1680/geot.1994.44.3.479openalex-extracted
In situ liquefaction resistance of clean sands over a wide density range
inferredcites →https://doi.org/10.1680/geot.sip13.p.004openalex-extracted
Mitigation of liquefaction of saturated sand using biogas
inferredcites →https://doi.org/10.1680/igeng.1998.30004openalex-extracted
SOIL LIQUEFACTION EFFECTS OBSERVED IN THE KOBE EARTHQUAKE OF 1995.
inferredcites →https://doi.org/10.1680/ijpmg.14.00005openalex-extracted
Air injection to mitigate liquefaction under light structures
inferredcites →https://doi.org/10.1680/jgeot.19.p.080openalex-extracted
Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading
inferredcites →https://doi.org/10.1680/jgrim.16.00025openalex-extracted
Durability of partial saturation to counteract liquefaction
inferredcites →https://doi.org/10.1680/jphmg.14.00005openalex-extracted
Air injection to mitigate liquefaction under light structures
inferredcites →https://doi.org/10.17863/cam.10040openalex-extracted
inferredcites →https://doi.org/10.3208/jgs.9.707openalex-extracted
Acceleration of aging effect of drained cyclic pre-shearing and high temperature consolidation on liquefaction resistance of sandy soils
inferredcites →https://doi.org/10.3208/sandf.43.5_175openalex-extracted
Liquefaction Resistance of Sand Deposit Improved with Sand Compaction Piles
inferredcites →https://doi.org/10.3208/sandf.46.695openalex-extracted
Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand
inferredcites →https://doi.org/10.3208/sandf1972.27.4_111openalex-extracted
A Simplified Correction for Membrane Compliance in Liquefaction Tests
inferredcites →https://doi.org/10.3208/sandf1972.29.3_157openalex-extracted
Liquefaction Resistance of A Partially Saturated Sand
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