Article
Engineering, Civil
Vahab Sarfarazi, Abdollah Tabaroei, Kaveh Asgari
Summary: In this study, unreinforced and geogrid-reinforced soil foundations were modeled using the discrete element method. The effects of geogrid position, thickness, quantity, and confining pressure on footing settlement and tensile force propagation were investigated. The study also analyzed the interaction between a rectangular tunnel and strip footing with and without a geogrid layer. The results showed that the bearing capacity of the reinforced soil tunnel was greatly improved due to the collaboration of three layers of geogrid reinforcements.
GEOMECHANICS AND ENGINEERING
(2022)
Article
Engineering, Geological
Arman Majidi, Maryam Yazdi
Summary: This study investigated the strip foundation bearing capacity and settlement on sandy soil reinforced with scaled geocomposite and geotextile through laboratory model testing. Different reinforcement compounds were used in various layers, with identical and varying vertical distances and footing bases. The use of scaled reinforcement with a factor of 7.5 was a crucial consideration in creating more accurate laboratory models. The results showed that all models failed in the lower settlement, with most cases experiencing 7% settlement of the footing width. The maximum increasing factor in bearing pressure was 3.4, which was attributed to the use of four layers of geocomposite at optimal distances.
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2023)
Article
Engineering, Geological
Arman Majidi, Maryam Yazdi
Summary: This study evaluated the bearing capacity and settlement of strip foundation on sandy soil reinforced with scaled geocomposite and geotextile through laboratory model testing. The results showed that using four layers of geocomposite at optimal distances could increase the bearing pressure of the foundation by a factor of 3.4 in the case of ultimate bearing. In the two-layer geocomposite state, the maximum percentage reduction in footing settlement was about 86%.
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2023)
Article
Engineering, Geological
Muhammad Nouman Amjad Raja, Sanjay Kumar Shukla
Summary: The study found that the wraparound reinforced model resulted in less settlement compared to the planar reinforced model, with an increase in efficiency as load amplitude increased and a decrease in the rate of total cumulative settlement with an increase in number of load cycles. The wraparound reinforced model showed about 45% lower average total settlement compared to the unreinforced model.
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
(2021)
Article
Metallurgy & Metallurgical Engineering
Seyed Ali Ghaffari, Elham Sattari, Amir Hamidi, Gholamhosein Tavakoli Mehrjardi, Abtin Farshi Homayoun Rooz
Summary: The study reveals that using geotextile reinforcement layers and reducing the apex angle can significantly increase the ultimate bearing capacity of foundations near slopes. The farther the foundation is from the slope, the less adverse effect the slope has on the foundation; as the distance decreases, the effects of reinforcement and apex angle increase.
JOURNAL OF CENTRAL SOUTH UNIVERSITY
(2021)
Article
Engineering, Civil
Mohammad Mojallal, Orang Farzaneh, Faradjollah Askari
Summary: This article investigates the shakedown limit of strip footing on cohesive slopes under simultaneous horizontal and vertical repeated loads, and examines the effects of soil characteristics and footing position on the shakedown failure envelope.
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
(2022)
Article
Engineering, Mechanical
Wei Cai, Ling Zhu, Xudong Qian
Summary: This paper investigates the dynamic responses of steel plates under repeated ice impacts using experimental and numerical methods. The results from the experimental impact tests and finite element simulations show that the plastic deformation of the steel plates effectively reflects the damage conditions in the structures during ice impact events. The energy dissipation of ice and the energy absorption of the plates are also studied, and the energy criterion for pseudo shakedown phenomenon is re-examined. These findings provide useful information for evaluating the structural safety of ice-classed ships.
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING
(2022)
Article
Computer Science, Interdisciplinary Applications
Quang N. Pham, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto
Summary: This paper estimates the ultimate bearing capacity of rigid strip footings under eccentrically inclined loads using the rigid plastic finite element method. The study considers the effect of soil properties and footing width on the loading planes and clarifies the effect of positive and negative horizontal loads on the limit load space. The results show that the direction of the horizontal load has a notable effect on the bearing capacity, but this effect becomes negligible for large eccentricity lengths.
COMPUTERS AND GEOTECHNICS
(2022)
Article
Engineering, Geological
S. N. Moghaddas Tafreshi, A. Rafiezadeh Malekshah, M. Rahimi, A. R. Dawson
Summary: This study proposes the reuse of post-consumer PET bottles filled with soil as a novel soil reinforcing element. The laboratory-scale experimental investigation showed that this method can significantly enhance the bearing capacity of soil and reduce soil settlement, making it a promising alternative to conventional methods.
GEOSYNTHETICS INTERNATIONAL
(2022)
Article
Engineering, Civil
Seyed Naser Moghaddas Tafreshi, Milad Parvizi Omran, Mohammadyar Rahimi, Andrew Dawson
Summary: The study conducted a series of full-scale tests on unreinforced and PET bottle reinforced beds. Improvement was observed in all reinforcing arrangements, with slightly higher improvement for smaller bottles. An average 42% improvement occurred for the three bottle-reinforced scenarios under lower cyclic loading, while this value was 179% for higher cyclic loading, indicating more benefits of bottle-reinforcement in critically loaded conditions.
TRANSPORTATION GEOTECHNICS
(2021)
Article
Computer Science, Interdisciplinary Applications
K. Krishnan, Debarghya Chakraborty
Summary: This paper investigates the importance of inherent variability of soil under strip footing subjected to combined effect of inclined and eccentric loads using probabilistic analysis. The study demonstrates that combined loading and spatial variability of the soil have an impact on the bearing capacity of the footing. While the mean bearing capacity factor is higher than the deterministic value for higher vertical correlation distances, the probability of failure of the footing exceeds 50%, indicating the need for probabilistic analysis.
COMPUTERS AND GEOTECHNICS
(2022)
Article
Engineering, Marine
Zhao-gang Luo, Xuan-ming Ding, Qiang Ou, Hua-qiang Fang
Summary: This study investigates the bearing capacity and deformation behavior of a rigid strip footing on coral sand slopes using model-scale tests. The results show that geogrid reinforcement significantly improves the bearing capacity of coral sand slopes. The bearing capacity increases with the increasing edge distance and the decreasing slope height and angle.
Article
Construction & Building Technology
Gang Liu, Mingzhi Zhao, Kaiwen Liu, David P. Connolly, Xin Jiang, Lei Zhang
Summary: Geotextiles are commonly used in railways and highways to improve drainage characteristics. Conventional geotextiles may have limited drainage performance under unsaturated conditions, but wicking geotextiles with deep grooves have been developed to enhance drainage. This study focuses on large-scale laboratory tests on railway ballast-subgrade materials under different conditions and concludes that wicking geotextiles outperform conventional geotextiles in preventing water infiltration, delaying infiltration, and reducing moisture content in subgrade soils.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Engineering, Civil
Heng Peng, Yinghua Liu, Haofeng Chen, Zhengming Zhang
Summary: This paper introduces two basic formulations of the static shakedown theorem for bounded kinematic hardening models and discusses their equivalence, loading-path-independence conditions, and application to safety margins of engineering structures. A direct approach is proposed to analyze shakedown of KH structures, considering multiple load influences and ensuring high computational efficiency. The approach has been implemented into the Abaqus software platform, serving as a general tool for large-scale shakedown problems in engineering structures with complex geometry and loading conditions.
ENGINEERING STRUCTURES
(2022)
Article
Engineering, Geological
Suvendu Kumar Sasmal, Rabi Narayan Behera
Summary: This paper investigates the settlement behavior of strip foundations on dense sand under cyclic loading, revealing that changes in shear modulus of soil significantly affect soil and foundation response, leading to strain accumulation under different conditions. An empirical equation for estimating total settlement of the foundation is proposed based on simulation results from 144 model conditions.
ACTA GEOTECHNICA SLOVENICA
(2021)
Article
Construction & Building Technology
Ahmed Hilal Farhan, Andrew Dawson, Nick Thom
ROAD MATERIALS AND PAVEMENT DESIGN
(2020)
Article
Engineering, Geological
S. M. A. Ghotbi Siabil, S. N. Moghaddas Tafreshi, A. R. Dawson
GEOTEXTILES AND GEOMEMBRANES
(2020)
Review
Green & Sustainable Science & Technology
Yaning Qiao, Andrew R. Dawson, Tony Parry, Gerardo Flintsch, Wenshun Wang
Article
Engineering, Geological
S. N. Moghaddas Tafreshi, N. Joz Darabi, A. R. Dawson, M. Azizian
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2020)
Article
Construction & Building Technology
Taqia Rahman, Andrew Dawson, Nick Thom, Imtiaz Ahmed, Juan S. Carvajal-Munoz
Summary: This study investigates the allowable traffic-opening temperature of freshly paved asphalt during nighttime construction, and explores the effects of raising this temperature on airport closure. The results show that asphalt with polymer-modified bitumen can be reopened to air traffic at a higher temperature than conventional asphalt.
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING
(2022)
Article
Construction & Building Technology
S. N. Moghaddas Tafreshi, S. M. A. Ghotbi Siabil, Mehran Azizian
Summary: The study found that reinforcing the overlying soil layer can significantly reduce surface settlements of pavement, while increasing the gap between EPS geofoam blocks may lead to an increase in surface settlements. The use of geocell reinforcement with EPS geofoam can effectively improve the performance of pavement systems.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
(2021)
Article
Water Resources
Ivan Campos-Guereta, Andrew Dawson, Nicholas Thom
Summary: Arya and Paris developed a model in 1981 to predict the water retention curve of soil based on grain size distribution and porosity. The new model resolves dependencies and issues from the original model, making it easy to implement with predictions relying on only one parameter.
ADVANCES IN WATER RESOURCES
(2021)
Article
Engineering, Geological
M. Abdollahi, S. N. Moghaddas Tafreshi, B. Leshchinsky
Summary: Expanded polystyrene (EPS) geofoam is commonly used in geotechnical engineering applications, and this study examines a new configuration of EPS blocks for protection of buried utilities under traffic loading. Experimental results show that using high-density EPS blocks, thicker beams and soil cover enhances system performance, while reinforcing the soil cover with geogrid reduces block deformations.
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2021)
Article
Engineering, Geological
Seyed Naser Moghaddas Tafreshi, Reza Zakeri, Andrew Robert Dawson, Amarnath Hegde
Summary: This study evaluates the use of a rubber sheet as an isolation material to protect nearby lightweight equipment from vibration sources. The results show that isolating the vibration source can lower the resonant frequency and reduce the vertical amplitude.
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2022)
Article
Engineering, Civil
Xuanxuan Chu, Andrew Dawson, Nick Thom
Summary: The study found a positive correlation between resilient modulus and consistency index of soil, leading to the proposal of two prediction models to assess resilient modulus. The models were validated and proved to be a reasonable alternative for determining resilient modulus of fine-grained soils for foundation design.
TRANSPORTATION GEOTECHNICS
(2021)
Article
Construction & Building Technology
Taqia Rahman, Andrew Dawson, Nick Thom, Tri Sudibyo, Juan S. Carvajal-Munoz, Fardzanela Suwarto, Imtiaz Ahmed
Summary: Spraying water onto newly laid asphalt does not necessarily have negative effects on asphalt durability and moisture damage, but it may have limited value in accelerating the cooling of overlays, except when they are relatively thin.
ROAD MATERIALS AND PAVEMENT DESIGN
(2023)
Article
Construction & Building Technology
Xuanxuan Chu, Andrew Dawson, Junjian Zhang, Nick Thom, Chengchao Guo, Lei Qin
Summary: In this study, sensitivity analysis of pavement response to moisture was conducted using multilayered elastic theory. The results showed that soils with higher plasticity generally had higher sensitivity, although this trend was not monotonic. The implications of drainage were summarized to provide guidance for pavement drainage design, and a design process incorporating sensitivity analysis was proposed. This study enhances understanding of pavement response under different subgrade moisture conditions and facilitates pavement drainage design.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Construction & Building Technology
S. N. Moghaddas Tafreshi, A. Amiri, A. R. Dawson
Summary: This paper investigates the beneficial utilization of End-of-Life Tires (ELTs) for geotechnical seismic isolation (GSI) of machine foundations located on a rubber-soil mixture (RSM). The study demonstrates the efficiency of the GSI-RSM system and defines its optimal parametric values. The results show that increasing the thickness of the RSM layer and soil cap, along with the addition of rubber content, lead to enhanced performance. The GSI-RSM system effectively reduces resonant frequency, resonant displacement, resonant acceleration, peak particle velocity (PPV), and kinetic energy, showcasing its effectiveness in mitigating vibrations.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Green & Sustainable Science & Technology
Yaning Qiao, Shuyue Zhang, Yaru Guo, Yaxin Wang, Joao Santos, Anne Stoner, Andrew Dawson, Tao Ma
Summary: Pavement researchers have developed a stochastic pavement LCCA framework to address the uncertainties in climate change-induced pavement costs. This framework integrates sensitivity analysis and Monte Carlo simulation to quantify the effects of uncertainties. Case studies were conducted on standard interstate and primary road pavement sections in four climate zones in the US, showing that climate change has the greatest impact on pavement maintenance, end-of-life, and transportation costs. Improving the accuracy of unit costs for gasoline, diesel, and hot mix asphalt is crucial for accurately assessing climate change-induced pavement costs.
JOURNAL OF CLEANER PRODUCTION
(2023)