Mini Review - (2022) Volume 11, Issue 9
Received: 01-Sep-2022, Manuscript No. Iem-23-85969;
Editor assigned: 03-Sep-2022, Pre QC No. P-85969;
Reviewed: 16-Sep-2022, QC No. Q-85969;
Revised: 21-Sep-2022, Manuscript No. R-85969;
Published:
27-Sep-2022
, DOI: 10.37421/2572-0813.2022.11.169
Citation: Khan, Niyaz. “Precursors Derived from Industry Play
a Role in the Geopolymers Stabilization of Weak Soils.” J Ind Eng Manag 11
(2022): 169.
Copyright: © 2023 Khan N. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
The performance and durability of any building component do not only depend on the quality of construction material used but is also defined by the ground condition beneath the structural foundation. Soil properties are difficult to predict and change depending on the soil profile location. Expansive soils, sulfur-rich soils, and hydrocarbon-contaminated soils are considered the most vulnerable due to their sudden shrink-swell assets, pollutants, and complex clay mineral contents. Soil untreated for engineering applications has never been recommended. Numerous geotechnical techniques and natural or man-made additives are available to improve the engineering performance of these soils. But most of those techniques are obsolete due to poor performance. To elucidate this, in recent years, the geopolymer has been introduced in the form of an alkaline activated solution as an alteration to the conservative methods of soil stabilization. It was also hoped that using geopolymer in soil stabilisation would reduce resource exploitation and pollution and improve expansive soil engineering performance. This review examined whether strengthening poorly stabilised soil can improve engineering performance while minimising environmental impacts. The objective of the review was to analyse whether they could be accomplished by accumulating different industrial precursor additives or activators with an alkaline activated solution for soil mechanical behaviour improvement.
Geopolymer • Soil stabilization • Engineering applications
Expansive soil varieties are gauged as most precarious and vulnerable in the worldwide construction industry, owing to their impulsive expansion and shrivelling property. In case, when the structures are built-in waterlogged areas their performance fails due to the influence of the swelling phenomenon. During an earthquake, the contacts of expansive soil particles break down and become loose as which leads to soil shear failure. A countless number of building damages has been previously encountered during sudden soil swelling and shrinkage over past decades, for structures built on expansive soil as shown in most of the construction sites have adopted chemical treatments over those expansive soils at defined proportions, to increase its strength and stability adequately. This is to allow the soil particles to keep the original structure, to support the load impending during the construction of the building or throughout its service life. Typically, the chemical treatment has been acquainted with the soil by the means of applying lime or cement [1-3].
By improving the stabilization mechanism and reorganizing the soil's microstructure, flocculation, hydration, and particle bonding alter expansive soil's properties. Although conventional treatment is suggested for the majority of geotechnical projects, they may unintentionally harm the environment. The continuous exploitation of raw materials and the production of cement result in the sudden depletion of resources and the release of excessive CO2 into the atmosphere, both of which raise the temperature of the planet. As a result, it is essential to find unconventional materials made of sustainable materials as novel and alternative stabilization materials to lime and cement. Studies have shown that using alkaline activated materials can be difficult to handle and can result in burns or respiratory problems when inhaling the hydroxides dust used in the solution. On the other hand, alkali-activated materials are linked to activators who continue to use commercial materials, which leads to resource exploitation and increases in material prices. As a result, it was suggested to avoid making the residue take a long time and use a lot of energy.
Some of the inorganic alkaline aluminosilicate activated materials used in civil engineering have been referred to as "geopolymers" for decades. It was widely used as a cementing material in a number of products related to civil engineering. The researcher suggests that historically, alkaline systems were created by mixing volcanic materials with sodium hydroxide activating solutions. The materials made up of those alkaline activated forms are proven to be excellent construction materials due to their mechanical, chemical, and thermal resistance properties. In response, he obtained soil silicates, also known as hydrated calcium silicate phases (C-S-H). Following him, geopolymers are substances made through a polymerization reaction that is similar to the one that makes polymeric substances. Geopolymers are inorganic, in contrast to polymers. These materials are also known as inorganic polymers because of this. In addition, in 1994, the Davidovits presented a polysialate network-based complex microstructural analysis of geopolymers, and in 1995, Wang and Scrivener investigated the alkali-activated calcium-rich materials. Researchers were able to learn more about alkali-activated materials thanks to these surveys. The author demonstrated that alkali-activated concrete is better for the environment than standard portland cement [4,5].
Permanent magnet synchronous motor (PMSM) servo drive system has been widely used for industrial sewing machines. The conventional control method is PID, which has some disadvantages such as large overshoot, bad robustness. In this paper, a servo control of the industrial sewing machine system based on the active disturbance rejection control (ADRC) is proposed, which can arrange the transient process, estimate and compensate the uncertain internal and external disturbance. It can highly enhance the dynamic performances of the system. Based on the Matlab/simulink software, the simulation results of the industrial sewing machine control system proved the effectiveness and robustness of the ADRC control strategy.
The purpose of this paper is to examine how geopolymer stabilizes expansive soil and how it works. Diverse additive materials selected from industrial wastes and effluents are introduced using alkaline solutions under various molar and curing conditions. State-of-the-art analysis was used to investigate the major engineering properties of stabilized soil, such as its compression strength, permeability, and the modification of the structural arrangement. The review of the performance of various additive materials with geopolymer in the stabilization of expansive soil is believed to have laid a better foundation for future research in the field of knowledge development in geotechnical engineering.
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