Javascript must be enabled to continue!
Effects of Cement and Lime Stabilization on Geotechnical Properties of Petroleum Contaminated Soils from Kolo-Creek, Niger Delta, Nigeria
View through CrossRef
Abstract
Petroleum-contaminated soils, coupled with geohazards such as flooding, pose significant challenges to the development of climate-resilient infrastructure, especially in oil-rich regions like the Niger Delta, Nigeria. This study examines the geotechnical properties and remediation potential of petroleum-contaminated soils in the Kolo Creek area. The site lies within the central Niger Delta basin, geologically underlain by Recent Alluvium comprising soft clays, silts, and organic-rich sediments, characteristic of flood-prone environments. Ten (10) surface soil samples were analyzed for Total Petroleum Hydrocarbons (TPH), Polycyclic Aromatic Hydrocarbons (PAHs), and BTEX compounds. The results revealed high moisture content (12.0–25.5%, avg. 18.7%) and poor engineering performance, with clayey classifications (CL/CH), low Unconfined Compressive Strength (UCS 85 kPa), and elevated TPH (43.27–160.67 mg/kg; avg. 122.29 mg/kg), rendering the soils unsuitable for subgrade applications. Stabilization trials using Ordinary Portland Cement (OPC), lime, and blended additives at dosages of 5%, 8%, and 10% substantially improved geotechnical performance. improvements. At 10% OPC and 28 days of curing, UCS increased to 270 kPa, PI reduced to 5, and California Bearing Ratio (CBR) improved from 3–11%. For lime: UCS reached 245 kPa, PI dropped to 4, and CBR to 9%. The additive blend yielded UCS = 260 kPa, PI = 6, and CBR = 10%. Among all, cement stabilization was most effective, yielding the highest strength and lowest plasticity. These results confirm that in-situ stabilization can effectively rehabilitate petroleum-impacted soils for use in low-volume roadbeds, embankment fills, and non-structural backfills. Post-treatment, the soils are deemed suitable for subgrade layers in low-volume roads, embankment fills, and non-structural backfills. The findings support incorporating soil remediation into infrastructure planning to improve durability, climate resilience, and geohazard mitigation across vulnerable regions like the Niger Delta.
Title: Effects of Cement and Lime Stabilization on Geotechnical Properties of Petroleum Contaminated Soils from Kolo-Creek, Niger Delta, Nigeria
Description:
Abstract
Petroleum-contaminated soils, coupled with geohazards such as flooding, pose significant challenges to the development of climate-resilient infrastructure, especially in oil-rich regions like the Niger Delta, Nigeria.
This study examines the geotechnical properties and remediation potential of petroleum-contaminated soils in the Kolo Creek area.
The site lies within the central Niger Delta basin, geologically underlain by Recent Alluvium comprising soft clays, silts, and organic-rich sediments, characteristic of flood-prone environments.
Ten (10) surface soil samples were analyzed for Total Petroleum Hydrocarbons (TPH), Polycyclic Aromatic Hydrocarbons (PAHs), and BTEX compounds.
The results revealed high moisture content (12.
0–25.
5%, avg.
18.
7%) and poor engineering performance, with clayey classifications (CL/CH), low Unconfined Compressive Strength (UCS 85 kPa), and elevated TPH (43.
27–160.
67 mg/kg; avg.
122.
29 mg/kg), rendering the soils unsuitable for subgrade applications.
Stabilization trials using Ordinary Portland Cement (OPC), lime, and blended additives at dosages of 5%, 8%, and 10% substantially improved geotechnical performance.
improvements.
At 10% OPC and 28 days of curing, UCS increased to 270 kPa, PI reduced to 5, and California Bearing Ratio (CBR) improved from 3–11%.
For lime: UCS reached 245 kPa, PI dropped to 4, and CBR to 9%.
The additive blend yielded UCS = 260 kPa, PI = 6, and CBR = 10%.
Among all, cement stabilization was most effective, yielding the highest strength and lowest plasticity.
These results confirm that in-situ stabilization can effectively rehabilitate petroleum-impacted soils for use in low-volume roadbeds, embankment fills, and non-structural backfills.
Post-treatment, the soils are deemed suitable for subgrade layers in low-volume roads, embankment fills, and non-structural backfills.
The findings support incorporating soil remediation into infrastructure planning to improve durability, climate resilience, and geohazard mitigation across vulnerable regions like the Niger Delta.
Related Results
Potable Water Sources, Household Hygiene, and Sanitation Practices in Ikpoba Okha LGA, Edo State: Implications for Public Health and Sustainable Water Management
Omoregie, Andrew Edosa.1 Omoregie Abieyuwa Peace2 Okoro, Enyinnaya Okoro.3
1 College of Medi
Potable Water Sources, Household Hygiene, and Sanitation Practices in Ikpoba Okha LGA, Edo State: Implications for Public Health and Sustainable Water Management
Omoregie, Andrew Edosa.1 Omoregie Abieyuwa Peace2 Okoro, Enyinnaya Okoro.3
1 College of Medi
BACKGROUND
Access to potable drinking water and sufficient sanitation continues to be an urgent global concern, particularly in developing regions where con...
Determination of oil and oil products total content in soils for monitoring of contamination and effectiveness of remediation
Determination of oil and oil products total content in soils for monitoring of contamination and effectiveness of remediation
The method of determining the content of oil and petroleum products in the soils is substantiated through the use established by thermogravimetric curves optimum temperatures and t...
FLY ASH FOUNDATION REINFORCED BY CEMENT–SOIL MIXING PILES
FLY ASH FOUNDATION REINFORCED BY CEMENT–SOIL MIXING PILES
Cement-soil mixing piles have been commonly used to enhance the bearing capacity of fly ash stratum and mitigate the settlement damage to the surrounding environment. However, only...
Behavior of Nano Calcium Carbonate Modified Smart Cement Contaminated with Oil Based Drilling Mud
Behavior of Nano Calcium Carbonate Modified Smart Cement Contaminated with Oil Based Drilling Mud
Abstract
As oil and gas exploration and production expands around the world, there are unique challenges in well construction beginning at the seafloor. There are se...
The cement-bone bond is weaker than cement-cement bond in cement-in-cement revision arthroplasty. A comparative biomechanical study
The cement-bone bond is weaker than cement-cement bond in cement-in-cement revision arthroplasty. A comparative biomechanical study
This study compares the strength of the native bone-cement bond and the old-new cement bond under cyclic loading, using third generation cementing technique, rasping and contaminat...
Expanding Cements for Primary Cementing
Expanding Cements for Primary Cementing
Abstract
The expansion of cement and the effect of various expansive aids upon oil well cementing compositions have been investigated to determine the amount of e...
First Implementation of Self-Healing Cement Systems in H2S/CO2 Aggressive Environment Across Pay-Zone
First Implementation of Self-Healing Cement Systems in H2S/CO2 Aggressive Environment Across Pay-Zone
Abstract
Carbonate reservoirs are often characterized by high pressure and high content of H2S and CO2. For these reasons, drilling the reservoir is the most challen...
Treatment of Oil-Contaminated Soils for Identification and Classification
Treatment of Oil-Contaminated Soils for Identification and Classification
Abstract
An experimental investigation was performed to evaluate the effects of oil contamination on soils and to establish a methodology to identify and classify co...

