Article
Multidisciplinary Sciences
Jianjun Dong, Di Yang, Yuan Mei, Ke Gao
Summary: This study investigates the impact of severe drying-wetting alternation on the safety and stability of high-altitude mining dumps using numerical calculations and theoretical analysis. The results show that increasing intensity of the wetting-drying alternation leads to soil saturation, decreased shear strength, and sliding of the dump, while the cumulative settlement value increases with time and eventually stabilizes.
Article
Crystallography
Heriansyah Putra, Erizal, Sutoyo, Minson Simatupang, Dede Heri Yuli Yanto
Summary: The study evaluated the effectiveness of the SCU-CP method for improving the shear strength of organic soil through test-tube experiments, SEM-EDS tests, and mechanical tests. Results showed that using 50 g/L of soybeans achieved a hydrolysis rate of 1600 u/g and a precipitation ratio of 100%, leading to a shear strength improvement of 50% in the organic soil samples.
Article
Engineering, Geological
Kyunguk Na, Ashly Cabas, Brina M. Montoya
Summary: The dynamic properties of MICP-treated soils, including the shear modulus and material damping ratio, are influenced by shear strains. However, MRD curves for MICP-treated soils have not been developed. This study presents empirical models of the shear strain-dependent properties of MICP-treated sands and their corresponding mean MRD curves.
GEOTECHNICAL TESTING JOURNAL
(2023)
Article
Construction & Building Technology
Yang Xu, Chuang Yu, Xiaoniu Yu
Summary: The study investigated the use of Streptomyces-induced calcite precipitation (SICP) to bind loose dredger fill into soil columns. It was found that a 30% content of streptomyces resulted in the highest compressive strength of the soil columns. Despite similar hydraulic conductivity, soil columns with streptomyces showed higher compressive strength than those without at a medium solution pH of 9.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
(2021)
Article
Construction & Building Technology
Hamid Mortazavi Bak, Tahereh Kariminia, Babak Shahbodagh, Mohammad A. Rowshanzamir, Arman Khoshghalb
Summary: This study investigates the application of microbially induced calcite precipitation process at a sandy soil-steel interface, showing that it effectively enhances the interface properties and increases shear strength. The density of the cementation solution is identified as the most influential parameter, while the initial soil moisture content has the least impact on the bio-cementation process of the sand-steel interface.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Environmental Sciences
Bo Liu, Chao-Sheng Tang, Xiao-Hua Pan, Cheng Zhu, Yao-Jia Cheng, Jin-Jian Xu, Bin Shi
Summary: Extreme drought events resulting from climate change have led to increased soil water loss through evaporation, prompting the introduction of MICP as an environmentally friendly method for water evaporation suppression. Experimental results demonstrate that MICP can enhance water retention capacity and inter-particle bonding of clayey soils, with key factors such as dense surface crust and calcite crystals contributing to improved soil response under drying conditions. This study improves understanding of soil-atmosphere interactions under MICP treatment and suggests potential applications of bio-mediated technologies for drought mitigation in arid regions.
WATER RESOURCES RESEARCH
(2021)
Article
Environmental Sciences
Saswati Ray, Anil Kumar Mishra, Ajay S. Kalamdhad
Summary: This study investigates the changes in index properties, swelling, swelling potential, swelling pressure, hydraulic conductivity, consolidation parameters, and shear strength properties of two Indian bentonites of different mineralogical compositions in the presence of fly ash, sewage sludge, and paper mill leachates. The outcomes indicate that the presence of leachates leads to a decrease in certain properties such as liquid limit, free swell, compression index, and shear strength, while increasing properties like hydraulic conductivity and coefficient of consolidation. The quality of bentonite significantly affects its behavior when interacting with leachates, with higher quality bentonite experiencing greater changes in various properties when infused with different leachates.
JOURNAL OF ENVIRONMENTAL MANAGEMENT
(2022)
Article
Plant Sciences
Muhammad Ayaz, Dalia Feiziene, Virginijus Feiza, Vita Tilvikiene, Edita Baltrenaite-Gediene, Attaullah Khan
Summary: Biochar has the potential to improve soil hydro-physical properties and soil carbon source utilization, which can enhance fertility and sustainability of Cambisol.
Article
Construction & Building Technology
Oluwapelumi Olumide Ojuri, Veshara Ramdas, Ebenezer A. Aderibigbe, Charles Gbenga Williams, Santosh Ramchuran, Hassan Al-Nageim
Summary: This study investigated the potential of using locally sourced biopolymer soil stabilisation materials to improve the engineering properties of regional clay soils. The results showed that the use of locally sourced materials significantly enhanced the engineering properties of the clay, with cassava peel powder performing the best.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2022)
Article
Chemistry, Multidisciplinary
Michael S. Guzman, Jaisree Iyer, Paul Kim, Daniel Kopp, Ziye Dong, Paniz Foroughi, Mimi C. Yung, Richard E. Riman, Yongqin Jiao
Summary: Microbially induced calcium carbonate precipitation (MICP) is an emerging biotechnology that aims to reduce the environmental impact of concrete production. This study explores the mechanisms and conditions of calcium carbonate precipitation through microbial activity and chemical reactions, with the goal of applying it to the manufacture of high-density cement and concrete.
Article
Chemistry, Multidisciplinary
Michael S. Guzman, Jaisree Iyer, Paul Kim, Daniel Kopp, Ziye Dong, Paniz Foroughi, Mimi C. Yung, Richard E. Riman, Yongqin Jiao
Summary: Biocement formed through microbially induced calcium carbonate precipitation (MICP) is a promising biotechnology that aims to reduce the environmental impact of concrete production. This study investigates the microbial, chemical, and thermodynamic factors involved in MICP, and provides important insights for scaling up microbial carbonation of monocalcium silicate to produce high-density cement and concrete.
Article
Environmental Sciences
Meghna Sharma, Neelima Satyam, Krishna R. Reddy, Maria Chrysochoou
Summary: This study investigates the potential of bio-mediated calcite precipitation for strength improvement and immobilization of heavy metals in contaminated soils. The results show that the introduction of Sporosarcina pasteurii and cementation solution reduces hydraulic conductivity and increases ultrasonic pulse velocity and unconfined compressive strength. The leaching tests indicate that the immobilization of lead and hexavalent chromium is proportional to the amount of calcite precipitated, while zinc is completely leachable and its immobilization is pH-dependent.
ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH
(2022)
Review
Environmental Sciences
Ankit Garg, Vinay Kumar Gadi, Hong-Hu Zhu, Ajit K. Sarmah, P. Sreeja, Sreedeep Sekharan
Summary: The soil-insect interaction has significant importance in promoting biocementation. This study reviews the latest developments and research gaps in soil-termite interaction in the context of geo-environmental engineering. The influence of termite activities on hydraulic properties and shear strength of soil are discussed, and the consideration of hysteresis effect and spatio-temporal variations is proposed. Further research and collaboration between geotechnical engineering and entomology are needed to utilize termites as maintenance engineers in geotechnical infrastructure.
SCIENCE OF THE TOTAL ENVIRONMENT
(2023)
Article
Engineering, Geological
Ahmed ElMouchi, Sumi Siddiqua, Emmanuel Salifu, Dharma Wijewickreme
Summary: Muskeg soil, which covers a significant portion of Canada, has high compressibility and low shear strength. This study investigates the application of microbially induced calcite precipitation (MICP) for enhancing the properties of muskeg soil. The results demonstrate that a bioslurry concentration of 0.4 mol/L exhibits the best compressibility properties.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
(2022)
Article
Engineering, Civil
Jiji Krishnan, Prashansha Sharma, Shruti Shukla
Summary: Colloidal silica as an innovative stabilizer shows potential applications in ground engineering, enhancing the mechanical properties of sand through experimental investigations. The optimal content of colloidal silica varies for sand with different relative densities, with significant improvements in shear strength and hydraulic conductivity observed with its addition.
IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING
(2021)
Article
Environmental Sciences
Nader Saadatkhah, Shattri Mansor, Azman Kassim, Lee Min Lee, Reza Saadatkhah, Ali Sobhanmanesh
ENVIRONMENTAL EARTH SCIENCES
(2016)
Article
Engineering, Civil
Koo Kean Yong, Lim Jun Xian, Yang Chong Li, Lee Min Lee, Yasuo Tanaka, Zhao JianJun
KSCE JOURNAL OF CIVIL ENGINEERING
(2017)
Article
Multidisciplinary Sciences
JianJun Zhao, JianGuo Xiao, Min Lee Lee, YunTao Ma
Article
Environmental Sciences
Sheng Hua Tan, Shi Wei Wong, Du Jia Chin, Min Lee Lee, Ying Hui Ong, Siaw Yah Chong, Azman Kassim
ENVIRONMENTAL EARTH SCIENCES
(2018)
Article
Engineering, Civil
Jie Deng, Jianjun Zhao, Xiao Zhao, Jianle Yu, Chun Lei, Minlee Lee, Runqiu Huang
Summary: When developing suitable ground improvement techniques for weak seasonal permafrost regions, it is important to consider the poor ecological environment. This study found that organic glutinous rice slurry has a positive impact on the unconfined compressive strength, failure mode, and microstructure of lime-treated seasonally frozen soil. Glutinous rice slurry can reduce the degradation effects of freeze-thaw cycles by increasing the contact area between soil particles. A comprehensive evaluation determined that a concentration of 4% glutinous rice slurry led to optimal results.
KSCE JOURNAL OF CIVIL ENGINEERING
(2022)
Article
Environmental Sciences
Min Lee Lee, Chai Hoon Koo, Siaw Yah Chong, Du Jia Chin
Summary: This study investigates the feasibility of using biomediated soil cover in a capillary barrier system to minimize rainfall infiltration into a residual soil slope. The results show that the soil column with biomediated soil cover can effectively maintain the soil in an unsaturated state for a longer period of infiltration, and the two-dimensional simulation results also demonstrate the effectiveness of the biomediated soil cover in reducing infiltration.
Article
Geosciences, Multidisciplinary
Yi Yang Teh, Jun Lim Wong, Min Lee Lee
Summary: This study investigates the effects of fines content on soil moisture responses under repetitive wetting and drying cycles. Results show that fines content has a significant influence on the reduction of soil moisture during drying, while it has little effect on the recovery of soil moisture during wetting.
PHYSICS AND CHEMISTRY OF THE EARTH
(2023)
Article
Geosciences, Multidisciplinary
Kwan Ben Sim, Min Lee Lee, Rasa RemenytePrescott, Soon Yee Wong
Summary: This study conducted surveys and interviews among the public and landslide experts in Malaysia to examine their perception towards landslide risk in the country. Questionnaire survey and interviews were valuable in determining acceptable risk criteria for landslides. The study found that demographic factors, such as gender, occupation, and education level, significantly influenced the landslide risk acceptability in Malaysia. The findings are important for modifying the existing landslide risk criterion and developing more scientific risk evaluation criteria.
INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION
(2023)
Review
Environmental Sciences
Kwan Ben Sim, Min Lee Lee, Soon Yee Wong
Summary: Landslides are significant geohazards that have caused numerous fatalities and financial losses. Studies show an increasing trend in landslide occurrences and fatalities. Despite various proposed risk tolerance criteria, many nations have yet to apply them in real-life scenarios.
GEOENVIRONMENTAL DISASTERS
(2022)
Article
Engineering, Geological
Lee Min Lee
Summary: This paper discusses the design and construction of an innovative shoring system called soil nail reinforced soldier pile wall for supporting a temporary excavation at an actual construction site. The results show that the soil nail reinforcement effectively restrains the deformation of the soldier pile wall and cuts off potential slip planes. The system also provides more working space in front of the wall without the need for waler beams and anchorage heads.
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING
(2022)
Article
Engineering, Geological
Jun Xian Lim, Siaw Yah Chong, Yasuo Tanaka, Ying Hui Ong, Min Lee Lee
Summary: Microbial-induced calcite precipitation can increase the isotropic yield stress and reduce the compression index of residual soil. The bio-mediated residual soil shows greater radial resistance compared to untreated soil when subjected to isotropic pressure.
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING
(2021)
Article
Engineering, Multidisciplinary
J. X. Lim, M. L. Lee, Y. Tanaka
JOURNAL OF ENGINEERING SCIENCE AND TECHNOLOGY
(2018)
Proceedings Paper
Engineering, Civil
Jun Xian Lim, Min Lee Lee, Yasuo Tanaka
6TH INTERNATIONAL CONFERENCE OF EURO ASIA CIVIL ENGINEERING FORUM (EACEF 2017)
(2017)
Proceedings Paper
Green & Sustainable Science & Technology
Ming Kun Yew, Ming Chian Yew, Lip Huat Saw, Bee Chin Ang, Min Lee Lee, Siong Kang Lim, Jee Hock Lim
GREEN AND SUSTAINABLE TECHNOLOGY
(2017)
Article
Engineering, Geological
Y. Tanaka, M. L. Lee
GEOTECHNICAL ENGINEERING
(2016)