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     Research Journal of Applied Sciences, Engineering and Technology


Slagment Cement Improve the Cement Resistance Toward Acids Attack During Acidizing Treatment

Nik Khairul Irfan Bin Nik Ab. Lah and Sonny Irawan
Geoscience and Petroleum Engineering Department, Universiti Teknologi PETRONAS Bandar Seri Iskandar, 31750, Tronoh, Perak Darul Ridzuan, Malaysia
Research Journal of Applied Sciences, Engineering and Technology  2013  21:4961-4966
http://dx.doi.org/10.19026/rjaset.5.4381  |  © The Author(s) 2013
Received: February 12, 2012  |  Accepted: April 26, 2012  |  Published: May 20, 2013

Abstract

Acidizing treatment in past experience shows several zonal isolation problems after the treatment. This study presents the effect of the acid treatment toward class G cement and slagment cement as the improvement method to improve the cement resistance toward the acid. Lab experiments were conducted by immerge the respective cement cubes into 12% HCl/3% HF solution for 40 min before several analysis were conducted. Based on the result, the mass loss and compressive strength loss of the cement cubes decrease as the curing temperature and pressure increase due to more evenly distributed cement chemical composition crystal in high curing condition as shown in Scanning Electron Microscopy (SEM) analysis. From X-Ray Diffraction (XRD) and X-Ray Fluorescence (XRF) analysis, only the first layer of the cement cubes shows chemical component change due to the reaction between the acid. This study found that, replacing class G cement to slagment cement can reduce the mass loss and compressive strength loss up to 72 and 82%, respectively.

Keywords:

Acidizing treatment, class G cement, hydrochloric acid, hydrofluoric acid, slagment cement,


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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