Syed Abu Sayeed Mohammed

Dr. Syed Abu Sayeed Mohammed

HKBK College of Engineering, Bengaluru, India
orcid

Research Focus & Metrics

Academic Career Length

19Years (2008-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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27 October 2020 in Applied Sciences
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Journal Article
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Arif Ali Baig MoghalArif Ali Baig Moghal
Arif Ali Baig Moghal
MOHAMMED ABDUL LATEEFMOHAMMED ABDUL LATEEF
MOHAMMED ABDUL LATEEF
Syed Abu Sayeed MohammedSyed Abu Sayeed Mohammed
Syed Abu Sayeed Mohammed
Munir AhmadMunir Ahmad
Munir Ahmad
Adel UsmanAdel Usman
Adel Usman
Abdullah AlmajedAbdullah Almajed
Abdullah Almajed
Soil treatment methods to cope with ever-growing demands of construction industry and environmental aspects are always explored for their suitability in different in-situ conditions. Of late, enzyme induced calcite precipitation (EICP) is gaining importance as a reliable technique to improve soil properties and for contaminant remediation scenarios. In the present work, swelling and permeability characteristics of two native Indian cohesive soils (Black and Red) are explored. Experiments on the sorption and desorption of multiple heavy metals (Cd, Ni and Pb) onto these soils were conducted to understand the sorptive response of the heavy metals. To improve the heavy metal retention capacity and enhance swelling and permeability characteristics, the selected soils were treated with different enzyme solutions. The results revealed that EICP technique could immobilize the heavy metals in selected soils to a significant level and reduce the swelling and permeability. This technique is contaminant selective and performance varies with the nature and type of heavy metal used. Citric acid (C6H8O7) and ethylene diamine tetra-acetic acid (EDTA) were used as extractants in the present study to study the desorption response of heavy metals for different EICP conditions. The results indicate that calcium carbonate (CaCO3) precipitate deposited in the voids of soil has the innate potential in reducing the permeability of soil up to 47-fold and swelling pressure by 4-fold at the end of 21 days of curing period. Reduction in permeability and swell, following EICP treatment can be maintained with one time rinsing of the treated soil in water to avoid dissolution of precipitated CaCO3. Outcomes of this study have revealed that EICP technique can be adopted on selected native soils to reduce swelling and permeability characteristics followed by enhanced contaminant remediation enabling their potential as excellent landfill liner materials.

28 August 2020 in Sustainability
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Arif Ali Baig MoghalArif Ali Baig Moghal
Arif Ali Baig Moghal
MOHAMMED ABDUL LATEEFMOHAMMED ABDUL LATEEF
MOHAMMED ABDUL LATEEF
Syed Abu Sayeed MohammedSyed Abu Sayeed Mohammed
Syed Abu Sayeed Mohammed
KLKehinde Lemboye
Kehinde Lemboye
BCBhaskar Chittoori
Bhaskar Chittoori
Abdullah AlmajedAbdullah Almajed
Abdullah Almajed
This study evaluated the efficacy of enzyme induced calcite precipitation (EICP) in restricting the mobility of heavy metals in soils. EICP is an environmentally friendly method that has wide ranging applications in the sustainable development of civil infrastructure. The study examined the desorption of three heavy metals from treated and untreated soils using ethylene diamine tetra-acetic acid (EDTA) and citric acid (C6H8O7) extractants under harsh conditions. Two natural soils spiked with cadmium (Cd), nickel (Ni), and lead (Pb) were studied in this research. The soils were treated with three types of enzyme solutions (ESs) to achieve EICP. A combination of urea of one molarity (M), 0.67 M calcium chloride, and urease enzyme (3 g/L) was mixed in deionized (DI) water to prepare enzyme solution 1 (ES1); non-fat milk powder (4 g/L) was added to ES1 to prepare enzyme solution 2 (ES2); and 0.37 M urea, 0.25 M calcium chloride, 0.85 g/L urease enzyme, and 4 g/L non-fat milk powder were mixed in DI water to prepare enzyme solution 3 (ES3). Ni, Cd, and Pb were added with load ratios of 50 and 100 mg/kg to both untreated and treated soils to study the effect of EICP on desorption rates of the heavy metals from soil. Desorption studies were performed after a curing period of 40 days. The curing period started after the soil samples were spiked with heavy metals. Soils treated with ESs were spiked with heavy metals after a curing period of 21 days and then further cured for 40 days. The amount of CaCO3 precipitated in the soil by the ESs was quantified using a gravimetric acid digestion test, which related the desorption of heavy metals to the amount of precipitated CaCO3. The order of desorption was as follows: Cd > Ni > Pb. It was observed that the average maximum removal efficiency of the untreated soil samples (irrespective of the load ratio and contaminants) was approximately 48% when extracted by EDTA and 46% when extracted by citric acid. The soil samples treated with ES2 exhibited average maximum removal efficiencies of 19% and 10% when extracted by EDTA and citric acid, respectively. It was observed that ES2 precipitated a maximum amount of calcium carbonate (CaCO3) when compared to ES1 and ES3 and retained the maximum amount of heavy metals in the soil by forming a CaCO3 shield on the heavy metals, thus decreasing their mobility. An approximate improvement of 30% in the retention of heavy metal ions was observed in soils treated with ESs when compared to untreated soil samples. Therefore, the study suggests that ESs can be an effective alternative in the remediation of soils contaminated with heavy metal ions.

11 July 2019 in International Journal of Civil Engineering
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Arif Ali Baig MoghalArif Ali Baig Moghal
Arif Ali Baig Moghal
Syed Abu Sayeed MohammedSyed Abu Sayeed Mohammed
Syed Abu Sayeed Mohammed
Abdullah AlmajedAbdullah Almajed
Abdullah Almajed
MAMosleh Alshamrani
Mosleh Alshamrani

16 July 2022 in Indian Geotechnical Journal
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Arif Ali Baig MoghalArif Ali Baig Moghal
Arif Ali Baig Moghal
Romana Mariyam RasheedRomana Mariyam Rasheed
Romana Mariyam Rasheed
Syed Abu Sayeed MohammedSyed Abu Sayeed Mohammed
Syed Abu Sayeed Mohammed

25 November 2020 in Indian Geotechnical Journal
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Journal Article
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KKK. Kotresha
K. Kotresha
Syed Abu Sayeed MohammedSyed Abu Sayeed Mohammed
Syed Abu Sayeed Mohammed
PSP. F. Sanaulla
P. F. Sanaulla
AMAfzal Ali Baig Moghal
Afzal Ali Baig Moghal

1 January 2017 in Journal of Testing and Evaluation
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Journal Article
Closed access
Arif Ali Baig MoghalArif Ali Baig Moghal
Arif Ali Baig Moghal
Krishna R ReddyKrishna R Reddy
Krishna R Reddy
Syed Abu Sayeed MohammedSyed Abu Sayeed Mohammed
Syed Abu Sayeed Mohammed
MAM. Ali Al-Shamrani
M. Ali Al-Shamrani
WZW. M. Zahid
W. M. Zahid
The presence of xenobiotic (human induced) chemicals from mining, refining and electroplating industries causes significant damage to the natural soil system, altering its physico-chemical geochemistry. Most of these chemicals contain metal pollutants that are non-biodegradable and the only way to contain or limit their movement is through sorption. In this study, the sorptive response of two most commonly found metal contaminants, hexavalent chromium (Cr+6) and mercury (Hg+2), were studied using two semi-arid soils from Saudi Arabia. To enhance their retention capacity, these soils were amended with lime. The response to sorption at varying initial contaminant concentrations, pH conditions, temperature levels, and dilution ratios was investigated. Relying on empirical models (Langmuir and Freundlich), the nature of sorption (monolayer or heterogeneous) was ascertained. Furthermore, kinetic models were employed to validate the type and nature of sorption occurring (whether pseudo first-order or second-order). It was found that the experimental results correlated well with the selected empirical models for both the Al-Ghat and Al-Qatif soils when amended with lime and attenuate Cr and Hg to satisfactory levels. The R2 values were close to 1 for all the tested models. The order of sorption was Cr > Hg for heavy metals considered, and also for soils and soil mixtures considered Al-Qatif soil amended with 6 % lime > Al-Ghat soil with 6 % lime > Al-Qatif > Al-Ghat. Lime treated soils sorbed 69 % and 63 % more than the untreated soils for Cr and Hg, respectively.