Reduction of Brittleness of Fine Sandy Soil Biocemented by Microbial-Induced Calcite Precipitation

2022 ◽  
pp. 1-13
Author(s):  
Xiaorong Wang ◽  
Chi Li ◽  
Wenhan Fan ◽  
Hongyan Li
Author(s):  
Abubakar Sadiq Muhammed ◽  
Khairul Anuar Kassim ◽  
Muttaqa U. Zango ◽  
Kamarudin Ahmad ◽  
Jodin Makinda

2021 ◽  
Vol 9 (7) ◽  
pp. 2317-2325
Author(s):  
Luthfi Lofianda ◽  
Heriansyah Putra ◽  
Erizal Erizal ◽  
Sutoyo Sutoyo ◽  
Hideaki Yasuhara

2018 ◽  
Vol 20 (2) ◽  
pp. 91 ◽  
Author(s):  
Heriansyah Putra ◽  
Hideaki Yasuhara ◽  
Naoki Kinoshita ◽  
Erizal . ◽  
Tri Sudibyo

Several methods have been established for their various potential applications as soil improvement technique, and recently the application of grouting technique using biological process have been proposed. This study discussed the applicability of enzyme-mediated calcite precipitation (EMCP) in improving the shear strength parameters of sandy soil.  In this study, soil specimens were prepared and treated with the grouting solutions composed of urea, calcium chloride, magnesium sulfate and enzyme of urease. Evolutions in the cohesion and internal friction angle of the improved soil were examined through the direct shear tests. The presence of the precipitated materials, comprising 4.1 percent of the soil mass of the treated sand, generated a cohesion of 53 kPa. However, contrary to the improvement of cohesion, the friction angle is relatively constant. It indicated that the application of the EMCP technique has no significant impact on the friction angle


2019 ◽  
Vol 27 (1) ◽  
pp. 24-29 ◽  
Author(s):  
Kejun Wen ◽  
Lin Li ◽  
Rong Zhang ◽  
Yang Li ◽  
Farshad Amini

Abstract


2022 ◽  
Vol 304 ◽  
pp. 114307
Author(s):  
Carla Comadran-Casas ◽  
Carl J. Schaschke ◽  
Joseph C. Akunna ◽  
M. Ehsan Jorat

2018 ◽  
Vol 169 ◽  
pp. 01011
Author(s):  
Hung Wen Yi ◽  
Emma Yuliani ◽  
Maytri Handayani ◽  
Hsu Chia Sseng ◽  
Chen Ssu Ching

In this research, the authors analyze the addition of bacterial producer of biological cement on sandy soil to increase its stability. Pseudomonas sp was injected into the soil to produce urease enzyme, which converts urea that reacted with water become ammonium and carbonate, causing calcite precipitation. Soil stability can be improved by the production of pore-filling materials and particle-binding materials through the calcite precipitation process. The aim of these applications is to improve the mechanical properties of soil that it will be more suitable for construction or environmental purposes. After bacterial inoculation, the experiment with variation of bacterial content concluded the best way to increase soil stability is inject 15% bacteria relative to total weight of soil. Highest permeability reduction is 73,73% and highest shear strength increation for cohesion is 6,84 with friction angle 44,46°. California Bearing Ratio test with 10 of hits generated that the treatment soil can proved a significant penetration stress changed. From Environmental Scanning Electron Microscopy test results of the inoculation sand test images and surface scan, the formed exopolysaccharide attached to the wall of the sand soil particles which expected will fill, patch, and close the pores between the sandy soil particles.


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