Upscaling effects of soil improvement by microbially induced calcite precipitation by surface percolation
L Cheng, R Cord-Ruwisch - Geomicrobiology Journal, 2014 - Taylor & Francis
This study has contributed to the technology of soil stabilization via biocementation based
on microbially induced calcite precipitation. The newly described method of in situ soil
stabilization by surface percolation to dry soil under free draining environment is tested for
its up-scaling potential. Then, 2-m columns of one-dimensional trials indicated that repeated
treatments of fine sand (< 0.3 mm) could lead to clogging closed at the injection end,
resulting in limited cementation depth of less than 1 m. This clogging problem was not …
on microbially induced calcite precipitation. The newly described method of in situ soil
stabilization by surface percolation to dry soil under free draining environment is tested for
its up-scaling potential. Then, 2-m columns of one-dimensional trials indicated that repeated
treatments of fine sand (< 0.3 mm) could lead to clogging closed at the injection end,
resulting in limited cementation depth of less than 1 m. This clogging problem was not …
Upscaling effects of soil improvement by microbially induced calcite precipitation by surface percolation.
CL Cheng Liang, R Cord-Ruwisch - 2014 - cabidigitallibrary.org
This study has contributed to the technology of soil stabilization via biocementation based
on microbially induced calcite precipitation. The newly described method of in situ soil
stabilization by surface percolation to dry soil under free draining environment is tested for
its up-scaling potential. Then, 2-m columns of one-dimensional trials indicated that repeated
treatments of fine sand (< 0.3 mm) could lead to clogging closed at the injection end,
resulting in limited cementation depth of less than 1 m. This clogging problem was not …
on microbially induced calcite precipitation. The newly described method of in situ soil
stabilization by surface percolation to dry soil under free draining environment is tested for
its up-scaling potential. Then, 2-m columns of one-dimensional trials indicated that repeated
treatments of fine sand (< 0.3 mm) could lead to clogging closed at the injection end,
resulting in limited cementation depth of less than 1 m. This clogging problem was not …
以上显示的是最相近的搜索结果。 查看全部搜索结果