4.7 Article

Monitoring lime and cement improvement using spectral induced polarization and bender element techniques

Journal

Publisher

SCIENCE PRESS
DOI: 10.1016/j.jrmge.2020.06.005

Keywords

Particle size and distribution; Spectral induced polarization (SIP); Bender element (BE); Cement hydration; Complex conductivity; Shear wave velocity; Heterogeneity

Funding

  1. National Natural Science Foundation of China [51988101]
  2. Ministry of Science and Technology of China [2019YFC1805002]
  3. Overseas Expertise Introduction Center for Discipline Innovation [B18047]

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SIP and BE techniques are highly sensitive to particle size, distribution, and hydration product content, impacting ground improvement efficiency. Integration of SIP and BE on a column setup enabled monitoring of lime and cement stabilization processes. Nondestructive monitoring of spatiotemporal chemical evolution processes by SIP and BE is beneficial for engineering applications.
Spectral induced polarization (SIP) and bender element (BE) techniques show a high sensitivity to particle size, particle distribution and content of generated hydration products, which essentially govern the efficiency of ground improvement. In this context, both SIP and BE were integrated on a column setup to monitor the processes of lime and cement stabilization. A 5 mmol/L Na2CO3 solution was injected into the sand-lime mixture to produce CaCO3 precipitation, while deionized water was injected into the sand-cement mixture to induce the hydration of cement. The average diameters of the precipitated particles or clusters were calculated from the relaxation time, which was a significant parameter of SIP signals, via the Schwarz equation. Two pairs of BE were used to demonstrate the heterogeneity of the product precipitation, which was probably caused by the location of the inflow and outflow on the SIP-BE column. SIP and BE showed the capability of nondestructively monitoring the spatiotemporal chemical evolution processes, which could be helpful for engineering applications. (C) 2021 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.

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