Improved effect of infiltration solidification method of ultra microfine cement on ground with fines

Taichi Hyodo, Y. Tsukamoto, W. Wang, K. Hashimoto

Research output: Contribution to conferencePaperpeer-review

Abstract

From the experiences gained from the field tests some supplementary methods assisting permeation of cement solutions through silty sand deposits were pursued based on laboratory permeation tests,and one method was found promising.This method employs the injection of water,following infiltration of relatively dense cement solutions which would be terminated by cement particles trapped within micro-scaled silty sand skeletons.In the present study, a series of laboratory three-dimensional permeation tests are conducted to examine this supplementary method in more detail, especially from the viewpoint of improved effectiveness and performance.

Original languageEnglish
Publication statusPublished - 1 Jan 2020
Event16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 - Taipei, Taiwan, Province of China
Duration: 14 Oct 201918 Oct 2019

Conference

Conference16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
Country/TerritoryTaiwan, Province of China
CityTaipei
Period14/10/1918/10/19

Keywords

  • Infiltration solidification method
  • Microfine cement
  • Permeation grouting
  • Three-dimensional permeation test

Fingerprint

Dive into the research topics of 'Improved effect of infiltration solidification method of ultra microfine cement on ground with fines'. Together they form a unique fingerprint.

Cite this