Related Experiment Video
Updated: Jul 14, 2025

Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
Published on: September 12, 2019
Preparation and Characteristics of a pH Intelligent Response Blocking Agent for the Microcrack in the Cement Sheath
Yang Bi1, Shenglai Guo1, Tian Chen2
1Key Laboratory of Unconventional Oil & Gas Development (China University of Petroleum (East China)), Ministry of Education, School of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, China.
Abstract:
Microcracks in the annular cement sheath of oil wells frequently cause annular water channeling. Traditional cement squeeze technology has a low success rate in controlling this issue. Based on the conventional profile control water-blocking agent for underground in situ gelling and polyacrylic acid, a pH intelligent response microcrack-blocking agent was developed to block the microcrack in the cement sheath. The study investigated the influence of pH on the viscosity characteristics of the new blocking agent, the impact of polyacrylic acid on the compression recovery ability of the new blocking agent after gelling, the change in viscosity of the blocking fluid after flowing through the microcrack in the cement sheath, and the blocking effect after gelling. The results indicated that the new blocking agent has excellent viscosity-increasing ability with pH. After flowing through the microcrack in the cement sheath, the viscosity of the blocking agent increased significantly with the extension of the contact distance between the blocking agent and the microcrack in the cement sheath, which is very conducive to the retention of the blocking agent in the microcrack of the cement sheath. Polyacrylic acid had a negligible effect on the compression recovery ability of the blocking agent after gelling. At a fracture length of 5 cm, the pressure-bearing capacity of the blocking agent could reach 6 MPa.
More Related Videos
05:38Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
11:48Microfluidic Chips for In Situ Crystal X-ray Diffraction and In Situ Dynamic Light Scattering for Serial Crystallography
Published on: April 24, 2018
Related Concept Videos
Microcracking in Concrete
Types of Cement I
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Waterproofing and Anti-Bacterial Admixtures in Concrete
Waterproofing admixtures render concrete hydrophobic,...
Sulfate Attack on Concrete
Sulfates from sources like soil, groundwater, or industrial effluents...
Acid Attack on Concrete
The rate at which hydrogen...
Accelerators
The effectiveness of calcium chloride can...