Article
Construction & Building Technology
Sin -Mei Lim, Buddhima Indraratna, Ana Heitor, Kai Yao, Dalong Jin, Wael M. Albadri, Xia Liu
Summary: This paper presents experimental results on the influence of matric suction on the resilient modulus and California bearing ratio of compacted subgrade Ballina clay. The study also examines the macrostructure of the compacted specimens using CT scans.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Engineering, Civil
Ceren Aydin, Raul Velasquez, Bernard Izevbekhai, Bora Cetin
Summary: Moisture monitoring is critical for transportation agencies' asset management. Challenges in using sensors in recycled materials include calibration functions and installation procedures. Experimental results suggest improvements for data interpretation and installation techniques, improving the reliability of moisture and water potential sensors.
TRANSPORTATION RESEARCH RECORD
(2023)
Article
Engineering, Geological
Chao Zhang, Shaojie Hu, Ning Lu
Summary: Soil's elastic modulus is a fundamental property that can be altered by water through adsorption and capillarity mechanisms. These mechanisms can be described by the proposed EMCC equation, and the relationship between this equation, soil shrinkage curves and suction stress can facilitate the prediction of soil's hydromechanical behavior.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
(2022)
Article
Construction & Building Technology
Zhong Han, Wei-lie Zou, Xie-qun Wang
Summary: This paper introduces two models for predicting the water retention curve and resilient modulus-moisture content relationships of pavement materials, suitable for compacted natural and recycled unbound granular materials. Both models are simple to apply and have shown reasonable predictive ability in experimental data testing.
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING
(2021)
Article
Computer Science, Interdisciplinary Applications
Tuan A. Pham, Gabriela M. Medero, Melis Sutman
Summary: This paper presents a thermohydro-mechanical coupled model of the elastic modulus characteristic curve (EMCC) based on the effective stress theories of unsaturated soils. The proposed model uses the soil-water characteristic curve (SWCC) and the modulus of elasticity under saturated conditions to predict the variation of modulus of elasticity with matric suction for unsaturated soils. The successful prediction performance of the proposed model is demonstrated by comparing measured and predicted outcomes for various published data sets related to different soil types.
COMPUTERS AND GEOTECHNICS
(2023)
Article
Engineering, Civil
Jianyuan Zhao, Shuangyang Li, Chong Wang, Tiantian You, Xiaoyu Liu, Yongchun Zhao
Summary: This study proposes a new soil-water characteristic curve (SWCC) model called PF (PSD and fractal theory), which takes into account particle size distribution and fractal theory to accurately describe the water transport characteristics of different types of soils. The accuracy of the model was verified and compared with two widely used models, showing that the PF model has smaller errors. This study provides a foundation and reference for further research on hydraulic behaviors.
JOURNAL OF HYDROLOGY
(2023)
Article
Engineering, Environmental
Xu Li, Shuang-Fei Zheng, Meng Wang, A-Qiang Liu
Summary: Soil-water characteristic curve (SWCC) and soil freezing characteristic curve (SFCC) describe the water-holding characteristics of the soil during drying (or wetting) and freezing (or thawing), respectively. A theoretical model based on the Clapeyron equation is established to clarify the relationship between SWCC and SFCC, and it is validated by laboratory test results for several soils. The results indicate that the proposed model has wide adaptability and can easily predict SWCC from SFCC, addressing the problem of time-consuming. Additionally, it can also predict SFCC from SWCC, overcoming the difficulty in measuring SFCC accurately for coarse soil due to the lack of high-precision temperature control methods.
COLD REGIONS SCIENCE AND TECHNOLOGY
(2023)
Article
Construction & Building Technology
Junhui Zhang, Junhui Peng, Weizheng Liu, Weihua Lu
Summary: This study developed an accurate and efficient methodology to estimate the resilient modulus of subgrade soils, through repeated load triaxial tests and analysis of stress state, matric suction, and relative compaction influences. A new resilient modulus model incorporating relative compaction and matric suction in addition to stress state was proposed and showed good fit with experimental data. Additionally, correlations between soil sample basic properties variables and the regression coefficients of the new model were established.
ROAD MATERIALS AND PAVEMENT DESIGN
(2021)
Article
Green & Sustainable Science & Technology
Junhui Zhang, Anshun Zhang, Chao Huang, Huayang Yu, Chao Zhou
Summary: Recycling construction and demolition waste as fillers in pavement subgrade is a sustainable paving technology, but limited research exists on the dynamic resilient modulus characteristics of C&D waste under freeze-thaw cycles. This study aims to reveal the properties and establish a prediction model of the dynamic resilient modulus of C&D waste under various freeze-thaw cycles through laboratory tests.
JOURNAL OF CLEANER PRODUCTION
(2021)
Article
Computer Science, Interdisciplinary Applications
Longxiao Guo, Guangqi Chen, Changze Li, Mingyao Xia, Shilin Gong, Lu Zheng
Summary: The study extended the DDA method to simulate SWCC considering capillary water and bound water at the micro-scale, which proved to be a potential tool for simulating and analyzing unsaturated soil properties.
COMPUTERS AND GEOTECHNICS
(2021)
Article
Engineering, Environmental
Chuang Zhang, Jianzhong Li, Yuxin Zhang, Tianyang Hu
Summary: The effect of suction stress on effective stress, shear strength, and the relationship with the soil-water characteristic curve of unsaturated reticulated red clay was explored through tests and simulations. The results showed that suction stress had a significant influence on effective stress, and there was an internal relationship between the suction stress characteristic curve and the soil-water characteristic curve.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2022)
Article
Chemistry, Multidisciplinary
Mehmet Ugur Yilmazoglu, Askin Ozocak
Summary: This study conducted experiments on model footings of different types and sizes on saturated silty soil layers with different saturation degrees and void ratio values, and proposed a new equation for characterizing the ultimate bearing capacity (UBC) of shallow foundations on unsaturated silty soils. The UBC of unsaturated soils can be determined based on the results of unconfined compressive strength tests (UC) measured on unsaturated soil samples and based on the degree of saturation and the fitting parameter.
APPLIED SCIENCES-BASEL
(2023)
Article
Engineering, Geological
Yu Su, Yu-Jun Cui, Jean-Claude Dupla, Jean Canou
Summary: This study proposes a constitutive model to describe the resilient modulus of fine/coarse soil mixtures, taking into account the effects of coarse grain content, deviator stress, and suction. The model is validated using experimental data and is found to outperform existing models in capturing the suction-dependent effect of deviator stress.
Article
Environmental Sciences
Haowen Guo, Qi Zhang, Yanbo Chen, Hu Lu
Summary: This study conducted laboratory column tests to investigate the effects of plant-biochar interactions on shrub growth, hydraulic properties and nutrient contents of recycled concrete aggregates (RCAs). The results showed that biochar application significantly increased the N, P, and K contents of RCAs and improved the shrub's leaf area index (LAI) and water retention capacity of RCAs. It was suggested that a 5% biochar amendment can substantially improve plant growth and soil hydraulic properties.
SCIENCE OF THE TOTAL ENVIRONMENT
(2023)
Article
Construction & Building Technology
Parisa Rahimzadeh Oskooei, Alireza Mohammadinia, Arul Arulrajah, Suksun Horpibulsuk
Summary: In recent years, efforts have been made to utilize construction and demolition wastes as alternatives to natural aggregates in road and railway construction. This study develops predictive models for the resilient modulus of bound and unbound C&D materials using artificial neural network method. The models were evaluated using statistical criteria and sensitivity analysis, demonstrating their applicability and efficiency in predicting the resilient modulus.
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING
(2022)
Article
Engineering, Geological
Isaac Ahenkorah, Md Mizanur Rahman, Md Rajibul Karim, Simon Beecham
Summary: Microbial-induced carbonate precipitation (MICP) and enzyme-induced carbonate precipitation (EICP) are two bio-cementation techniques for ground improvement. This study investigated the behaviors of MICP and EICP treated sand specimens under wetting-drying, freezing-thawing, and elevated temperature conditions. The results showed that EICP treated specimens had lower resistance to wetting-drying and freezing-thawing cycles due to the presence of unbonded or loosely bonded CaCO3. High temperatures led to significant mass loss and reduction in CaCO3 content. A multi-objective evolutionary genetic algorithm (GA) was used to predict the unconfined compressive strength (UCS) of the specimens.
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
(2023)
Article
Engineering, Geological
Rohini Kolapalli, Md Mizanur Rahman, Md Rajibul Karim, Hoang Bao Khoi Nguyen
Summary: Cyclic liquefaction failure modes are directly related to the consequence of liquefaction and important for mitigation strategies. Two common failure modes, cyclic mobility (CM) and cyclic instability (CI), are well reported in the literature. However, recent experimental studies revealed three other failure modes, i.e. plastic strain accumulation (PSA) and two hybrid failures: CI followed by CM and CI followed by PSA.
Article
Engineering, Civil
Yachong Xu, Yan Zhuge, Md. Rajibul Karim, Reza Hassanli, Md. Mizanur Rahman, Martin Freney
Summary: This paper used a combined finite and discrete element method to investigate the structural performance of tyre walls built with tyre-encased-soil elements. The numerical model was verified against experimental results, providing a deeper understanding of the tyre wall behavior. The results encourage the adoption of tyre walls in low-rise building constructions, solving tyre recycling/storage issues and promoting sustainable construction practices.
ENGINEERING STRUCTURES
(2023)
Article
Engineering, Geological
Mohammad Emdadul Karim, Md. Mizanur Rahman, Md. Rajibul Karim, Andy B. Fourie, David Reid
Summary: This study characterized the behavior of a tailings material from a copper tailings storage facility in Canada using the critical state soil mechanics framework. Different shearing tests were conducted in direct simple shear space to investigate the correlation between a modified state parameter (psi m) and instability state as well as flow potential. The study also focused on the differences in behavior compared to natural granular soils.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
(2023)
Editorial Material
Engineering, Geological
Dominic E. L. Ong, Md Mizanur Rahman
GEOTECHNICAL RESEARCH
(2023)
Article
Construction & Building Technology
H. B. K. Nguyen, M. M. Rahman, M. R. Karim
Summary: Soil is naturally heterogeneous, especially for silty and clayey soils, and this variation is often overlooked in previous studies. Considering the variability of soil parameters is important for evaluating the failure potential of geo-structures like slopes and retaining walls. This study used a 2D random finite element method to analyze the effect of soil variability on slope stability and found that higher variability in the soil increased the chances of failure, while higher spatial correlation length decreased the potential of failure. Anisotropy in soil properties was also considered and it was found that anisotropic soil had significantly higher failure probability compared to isotropic soil.
FRONTIERS IN BUILT ENVIRONMENT
(2023)
Article
Green & Sustainable Science & Technology
Christopher W. K. Chow, Raufdeen Rameezdeen, George Y. Y. Chen, Haolan Xu, Md Mizanur Rahman, Xing Ma, Zhuge Yan, Nima Gorjian, Jing Gao
Summary: Moisture ingress in concrete reduces durability and life span of water assets. Accurate condition information is difficult to obtain when inspection points are physically inaccessible. Therefore, a reliable and cost-effective real-time monitoring system would be useful, particularly for water utilities.
WATER CONSERVATION SCIENCE AND ENGINEERING
(2023)
Article
Engineering, Geological
R. Kolapalli, M. M. Rahman, M. R. Karim, H. B. K. Nguyen
Summary: A granular soil can undergo liquefaction failure due to excess pore water pressure (Au) generation during cyclic loading like earthquakes. This study investigates the factors affecting Au generation under both symmetric and nonsymmetric cyclic loading conditions using the discrete element method (DEM). It also evaluates the performance of existing Au generation models in predicting Au development. The results show that CSR influences Au generation under symmetric loading, while both CSR and SSR affect Au generation under nonsymmetric loading. A new prediction model for Au generation is developed and shows good agreement with DEM simulation results.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
(2023)
Article
Geosciences, Multidisciplinary
Shaojie Wen, Wen-Chieh Cheng, Wenle Hu, Md Mizanur Rahman
Summary: Heavy metals in landfill leachate pose serious threats to human health and surrounding environments as they are easily absorbed by soil particles. Mining and metallurgy activities in Northwest China exacerbate these threats. This study aims to enhance our understanding of the relationship between the microstructural evolution of loess soil due to lead contamination and its macro air and liquid permeability properties.
FRONTIERS IN EARTH SCIENCE
(2023)
Article
Engineering, Civil
Cameron Hopkins, Donald Cameron, Md Mizanur Rahman
Summary: The polymer additive used in this study is suitable for aggregates with clay-rich fines. It is a proprietary dry powdered polymer (DPP) and was proven to be effective in field trials with poor site drainage and flood risk. The treated road sections showed good performance compared to the adjacent control sections.
TRANSPORTATION GEOTECHNICS
(2023)
Article
Construction & Building Technology
H. Momotaz, M. M. Rahman, M. R. Karim, Y. Zhuge, X. Ma, P. Levett
Summary: This paper investigates the effect of using recycled aggregates on the mechanical and chemical properties of concrete. It is observed that tyre-derived aggregates form weaker bonds with cement paste, and the interfacial transition zone (ITZ) has a considerably lower elastic modulus than cement paste. Many nano-pores are found on the tyre-derived aggregate's surface, which may contribute to inferior performance compared to conventional concrete. The study also suggests that reducing the water-binder ratio may improve the mechanical behavior of cement paste by reducing the number of nano-pores.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Construction & Building Technology
H. Momotaz, M. M. Rahman, M. R. Karim, Y. Zhuge, X. Ma, P. Levett
Summary: Kerbs play a crucial role in road support, and considering multiple factors like flexural strength, impact resistance, and water absorption is necessary, in addition to compressive strength. Research has focused on using recycled materials, such as recycled concrete aggregate (RCA) and tyre-derived aggregate (TDA), as a sustainable alternative to traditional concrete. In this study, ten different concrete mixes were tested for mechanical and durability properties, and significant variations were observed despite similar compressive strength. The use of TDA improved certain properties, like flexural strength and abrasion resistance, but had drawbacks in impact resistance and shrinkage compared to control concrete.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Construction & Building Technology
Yachong Xu, Md. Rajibul Karim, Martin Freney, Md. Mizanur Rahman, Reza Hassanli, Yan Zhuge
Summary: This study investigates the performance of tyre-encased soil elements (TESEs) subjected to axial compressive loads. The mechanical properties of TESEs are influenced by soil density, but not highly sensitive to soil type and moisture content. The results can be used for designing and analyzing the performance of tyre encased soil and tyre walls.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2023)
Editorial Material
Engineering, Geological
Md Mizanur Rahman, Dominic E. L. Ong
GEOTECHNICAL RESEARCH
(2023)
Review
Engineering, Civil
Mehdi Javadi, Reza Hassanli, Md Mizanur Rahman, Md Rajibul Karim
Summary: The application of unbonded post-tensioning in structural walls has led to the development of advanced self-centring shear wall systems with significant advantages. However, there are currently no well-established design guidelines available. This research aims to understand the behavior of self-centring wall systems and provide benchmarks for design purposes.
FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING
(2023)