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     Research Journal of Applied Sciences, Engineering and Technology


Physical and Mechanical Properties of Injected Granular Soil with Thick Super Plasticized Grouts

Costas A. Anagnostopoulos, Giorgos Sapidis, Minas Tsiatis and Athanasios Tsarosi
Department of Civil Engineering, School of Technological Applications, Alexander Technological Educational Institute of Thessaloniki, 57400 Thessaloniki, Greece
Research Journal of Applied Sciences, Engineering and Technology  2015  4:425-437
http://dx.doi.org/10.19026/rjaset.10.2508  |  © The Author(s) 2015
Received: January ‎23, ‎2015  |  Accepted: February ‎14, ‎2015  |  Published: June 05, 2015

Abstract

The use of super-plasticizers in micro fine or regular cement-based grouts has become of vital importance in advanced professional grouting practices. These super-plasticizers play an important role in the production of more durable grouts with improved rheological characteristics. This report presents a laboratory study of the effect of a new-generation Polycarboxylate Super-plasticizer (PCE) on the inject ability of thick cement grouts into a coarse soil, under different grouting pressures, in comparison to that of a polynaphthalene (SNF) super-plasticizer. Finally, the physical (dry unit weight, porosity and permeability) and mechanical properties (compressive strength, elastic modulus) of grouted specimens with various grouts were examined. The experiments were conducted using different additive dosages with grouts proportioned with a water to cement ratio (w/c) of 0.33, 0.4 and 0.5, respectively. The results showed that PCE super-plasticizer is more effective than the SNF one for the increase of grout inject ability and the improvement of physical and mechanical properties of grouted soil.

Keywords:

Cement grouting, strength, super-plasticizers,


References


Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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