Wednesday, July 08, 2026

 

Mating strategies shape tropical plants’ invasive ability





Indian Institute of Science (IISc)

Ageratum conyzoides illustration 

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Ageratum conyzoides, which is self-incompatible in South America where it is native, and self-compatible in India where it is invasive

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Credit: Ravi Jambhekar





A recent study from the Centre for Ecological Sciences (CES), Indian Institute of Science (IISc) has found strong evidence that a plant’s ability to reproduce on its own – through self-fertilisation – is one of the key traits that helps it become invasive.

Most flowering plants need pollen from another individual of the same species to produce seeds. However, plants of some species can reproduce using their own pollen, or even without pollen, allowing even a single plant to establish a new population. This idea, known as Baker’s law, suggests that plants capable of this type of “uniparental reproduction” or self-fertilisation should be better invaders.

To test this idea, Saskya van Nouhuys, Associate Professor at CES, and Narashiman Nagendra Rao, former MSc student at CES, examined 28 species from the daisy family (Asteraceae), comparing 11 invasive species, eight non-invasive alien species, and nine native species. They collected plants from disturbed habitats such as roadsides and open spaces across Karnataka and Tamil Nadu over a year. Seeds or plant cuttings from at least five individuals of each species were grown on campus, while a few hard-to-grow native species were studied in the wild, with a total of about 900 plants examined.

The team tested whether the plants could reproduce without cross-pollination by comparing self-pollinated and naturally pollinated flowers, and then assessed seed viability and germination. Using fluorescent microscopy, they determined whether seeds formed through self-fertilisation or apomixis (without fertilisation), and classified each species by its reproductive strategy.

What they found was that all of the 11 invasive Asteraceae species studied could reproduce uniparentally, while most native and non-invasive alien species remained self-incompatible – they generally required pollen from another plant. “Uniparental reproduction is a conceptually simple trait.  It has been exciting to see such clear evidence of its advantage for invasive species,” says van Nouhuys.

Two especially aggressive invaders, Ageratum conyzoides and Bidens pilosa, showed an even more striking pattern. In their native range of Mexico, these species were largely self-incompatible, but in India – where they are alien – they had evolved to become uniparental, suggesting that individuals capable of self-fertilisation were favoured during the invasion process.

“Before our experiments, the idea of reproductive strategies shifting during invasion seemed like a very far-fetched idea to me and I thought that previous evidences of such shifts were very rare occurrences,” says Narashiman. “The results from our experiments and that of our collaborators absolutely baffled me.”

As invasive species continue to spread worldwide, reproductive strategy should become a routine part of weed-risk assessment programmes used to predict which introduced plants are most likely to become future invaders, the researchers suggest.

“Invasive species are called invasive for a reason,” says van Nouhuys. “They establish and then flourish in a new location. When this happens, existing species decline or disappear entirely, which changes the whole landscape.”

 

Winged composite pile system for better waste management and enhanced uplift resistance



Researchers develop a winged composite pile system that recycles excavated soil while improving foundation uplift resistance




Shibaura Institute of Technology

Recycled Winged Composite Pile System to Reduce Soil Waste and Enhance Uplift Strength 

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Researchers from Shibaura Institute of Technology developed a winged composite pile system, utiliizng construction surplus soil that can improve uplift resistance, support cleaner and safer construction practices.

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Credit: Professor Shinya Inazumi from Shibaura Institute of Technology, Japan






Contemporary civil engineering practices highlight the need for safer, more reliable, uplift-resistant foundations for lifeline infrastructure and also seek solutions for environmental and social problems associated with surplus soil from construction projects. Using surplus construction soil, researchers have developed a winged composite pile system that can enhance uplift resistance. This approach supports cleaner and safer construction practices, helping projects achieve environmental goals without sacrificing structural integrity.

Management of surplus soil, often produced in large volumes at construction projects, represents a significant challenge in Japan. National statistics and recent incidents revealed that the utilization of surplus soil on-site lags far behind that of other construction byproducts. Improper disposal of surplus has resulted in slope failures, groundwater contamination, and land subsidence in residential areas, underscoring soil waste as a real environmental concern rather than a simple logistical issue.

Contemporary civil engineering practices also highlight the need for safer, more reliable, uplift-resistant foundations for lifeline infrastructure to mitigate natural disasters and high-wind events. However, current technical guidance for expanded-base piles under uplift is highly limited, particularly when low-strength recycled backfill is utilized.

To address these two pressing challenges, a research team led by Professor Shinya Inazumi from the College of Engineering, Shibaura Institute of Technology, Japan, developed a winged composite pile system using construction surplus soil. “Our concept emerged from discussions with industry partners who sought structural reliability and sustainable site management. Additionally, rather than using ad hoc solutions, we also wanted to provide engineers with quantitative, mechanism-based design guidance,” mentioned Prof. Inazumi, explaining the motivation behind this study. The study was published in Volume 33 of the journal Cleaner Engineering and Technology on June 5, 2026.

The proposed system consists of a winged steel pipe pile installed inside a permanent steel casing. Instead of filling the space around the pile with newly supplied material, the annular gap is backfilled with construction surplus soil generated during excavation.

To test the concept, the researchers conducted 224 three-dimensional elasto-plastic finite element analyses. They varied pile length, shaft diameter, and expanded wing diameter to understand how each factor influenced uplift resistance. The surrounding ground was modelled as dense sandy soil, while the surplus soil backfill was modelled as loose sandy soil, representing typical site soil condition and excavated soil characteristics, respectively.

The analysis revealed the optimal wing diameter for different pile lengths. For 10 m piles, the optimal wing diameter was approximately 1.6–1.7 m, shifted to 1.9–2.0 m for 15–20 m piles. Beyond the optimal wing diameter, the uplift resistance decreased as the gap between the wing and casing became too narrow, limiting the soil shear zone that provides resistance.

Surprisingly, shaft diameter had little effect on uplift resistance. Across shaft diameters from 0.2 m to 0.6 m, the variation in maximum uplift resistance remained within 10%. This has important design as well as recycling implications. Because uplift resistance is controlled mainly by the wing rather than the shaft, engineers may be able to reduce shaft diameter, lower steel use, and increase the volume of surplus soil that can be reused inside the casing without significantly compromising uplift capacity.

The findings of this study facilitate the design and construction of foundations for transmission towers and similar structures affected by wind uplift and overturning moments. Utilizing winged composite pile systems will allow engineers to substitute imported materials with surplus on-site soil, optimizing uplift resistance while meeting recycling goals. This system is particularly suited for greenfield infrastructure developments and upgrades to aging power and telecommunications networks with limited land. Additionally, it can also be applied to renewable energy facilities.

This technology supports circular economy concepts through on-site soil management and reducing transport waste, helping projects achieve environmental goals without sacrificing structural integrity.

Prof. Inazumi highlights, “Our research demonstrates that high-performance foundations and responsible soil management can coexist, countering the trend of off-site surplus soil disposal that harms the environment.”

Overall, the study proposes a system that can tackle two challenges observed in modern construction projects. By reusing excavated soil directly within the foundation system, winged composite piles can reduce off-site soil transport, minimize waste, and support cleaner and safer construction practices.

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About Shibaura Institute of Technology (SIT), Japan

Shibaura Institute of Technology (SIT) is a private university with campuses in Tokyo and Saitama. Since the establishment of its predecessor, Tokyo Higher School of Industry and Commerce, in 1927, it has maintained “learning through practice” as its philosophy in the education of engineers. SIT was the only private science and engineering university selected for the Top Global University Project sponsored by the Ministry of Education, Culture, Sports, Science and Technology and had received support from the ministry for 10 years starting from the 2014 academic year. Its motto, “Nurturing engineers who learn from society and contribute to society,” reflects its mission of fostering scientists and engineers who can contribute to the sustainable growth of the world by exposing their over 9,500 students to culturally diverse environments, where they learn to cope, collaborate, and relate with fellow students from around the world.

Website: https://www.shibaura-it.ac.jp/en/

About Professor Shinya Inazumi from Shibaura Institute of Technology (SIT), Japan

Professor Shinya Inazumi is a Professor at Shibaura Institute of Technology (SIT), Japan. He graduated from Kyoto University in 2003. His laboratory, the Geotechnical Engineering Laboratory, focuses on the development and management of sustainable soil-based social infrastructure in harmony with the natural and social environment. His laboratory utilizes simulation techniques, along with data science and artificial intelligence, for its research. He has more than 200 publications and is a recipient of multiple awards. He is a member of multiple academic societies, including the Japan Society of Civil Engineers and the Geotechnical Society of Japan.

New field-tested design framework improves bored pile foundations in weathered rock



Analysis of 20 instrumented pile load tests shows that weathering-adjusted rock strength enables more reliable bored pile foundation design




Shibaura Institute of Technology

Data-driven adhesion factors for safer and more efficient bored pile design in weathered siltstone and sandstone 

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Researchers from Shibaura Institute of Technology analyzed instrumented load-test data from large-diameter bored piles in weathered siltstone and sandstone to develop practical adhesion factors and shaft-resistance correlations for foundation design.

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Credit: Professor Shinya Inazumi from Shibaura Institute of Technology, Japan






Large-diameter bored piles are essential for major infrastructure, from elevated railways and long-span bridges to high-rise buildings. Yet, when these piles extend into weak, weathered sedimentary rocks such as siltstone and sandstone, engineers face a persistent design challenge: the rock behaves neither like conventional soil nor like strong, intact rock. Instead, its load-bearing capacity depends heavily on in-situ weathering, fracturing, and the interaction between the pile and the surrounding rock. Many current design methods estimate shaft resistance using the uniaxial compressive strength of intact rock. However, intact rock strength alone does not accurately represent the weaker, weathered rock mass surrounding a pile socket. As a result, engineers may adopt overly conservative designs, leading to larger pile diameters, greater pile lengths, increased material use, and higher construction costs.

To address this gap, a research team led by Professor Shinya Inazumi from Shibaura Institute of Technology (SIT), Japan, developed empirical design correlations for bored piles installed in weathered siltstone and sandstone. The study was made available online on June 15, 2026, and will be published in Volume 31 of the Results in Engineering journal on September 1, 2026. The team analyzed data from 20 instrumented static axial load tests on bored piles with diameters of 1.2–1.5 m and lengths of 9.3–36.0 m. “The combined effects of rock weathering, in-situ rock strength, and adhesion factor (α) on the shaft resistance of bored piles in weak rock remain poorly understood, motivating the need for further site-specific empirical studies,” said Prof. Inazumi.

All piles were constructed using the wet-process method and equipped with strain gauges and extensometers, allowing the researchers to measure unit shaft resistance and layer displacement along the pile depth. For weak rock layers where the measured displacement did not reach 5 mm, the team used hyperbolic fitting to estimate shaft resistance at this representative working displacement. A key aspect of the study was the explicit incorporation of rock weathering. The researchers adjusted the intact rock strength using a weathering-based reduction factor to calculate an equivalent in-situ rock strength. This enabled them to compare conventional estimates based on intact rock strength with weathering-adjusted estimates that more accurately reflected field conditions at the pile-rock interface.

The results revealed clear differences between the two rock types. For siltstone, 11 layers yielded adhesion factors ranging from 0.08 to 0.42, whereas six sandstone layers showed adhesion factors between 0.04 and 0.10. In practical terms, siltstone mobilized adhesion factors roughly twice those of sandstone under comparable conditions. Moreover, the weathering-adjusted correlations reduced prediction bias and variability compared with estimates based solely on intact rock strength. The proposed framework can be applied in two stages. During preliminary design, engineers can estimate shaft resistance using intact rock strength and rock type. During detailed design, they can incorporate the degree of weathering along the pile socket, calculate weathering-adjusted rock strength, and apply the proposed adhesion-factor correlations. This provides a more field-calibrated pathway from subsurface investigation to foundation design.

The findings are especially relevant for bridges, high-rise buildings, retaining structures, quay walls, transportation hubs, water-treatment plants, and energy facilities built on weak sedimentary rock profiles. By improving confidence in shaft-resistance estimates, the approach can help reduce unnecessary overdesign while maintaining safety and serviceability. “The proposed empirical correlations provide a field-based framework for estimating the shaft resistance of large-diameter bored piles in weak sedimentary rock formations, highlighting the importance of explicitly accounting for rock weathering in pile design,” notes Prof. Inazumi.

The authors caution that the proposed correlations should be applied only within the tested geological conditions and parameter ranges, and that additional validation is needed for other weak rock types such as mudstone and shale. Nevertheless, the study offers a practical, field-based framework for improving foundation design in weathered sedimentary rock formations. By enabling more reliable estimates of pile capacity, it has the potential to support safer infrastructure while reducing unnecessary material use and construction costs.

 

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Reference
DOI: 10.1016/j.rineng.2026.111565

 

 

About Shibaura Institute of Technology (SIT), Japan
Shibaura Institute of Technology (SIT) is a private university with campuses in Tokyo and Saitama. Since the establishment of its predecessor, Tokyo Higher School of Industry and Commerce, in 1927, it has maintained “learning through practice” as its philosophy in the education of engineers. SIT was the only private science and engineering university selected for the Top Global University Project sponsored by the Ministry of Education, Culture, Sports, Science and Technology and had received support from the ministry for 10 years starting from the 2014 academic year. Its motto, “Nurturing engineers who learn from society and contribute to society,” reflects its mission of fostering scientists and engineers who can contribute to the sustainable growth of the world by exposing their over 9,500 students to culturally diverse environments, where they learn to cope, collaborate, and relate with fellow students from around the world.

Website: https://www.shibaura-it.ac.jp/en/

 

About Professor Shinya Inazumi from SIT, Japan
Dr. Shinya Inazumi is a Professor at the College of Engineering, Shibaura Institute of Technology (SIT), Japan, where he leads the Geotechnical Engineering Laboratory. He obtained his Master’s and PhD degrees in Engineering from Kyoto University in 2000 and 2003, respectively. With over two decades of academic and research experience, he has authored more than 250 journal papers. His research focuses on geotechnical engineering, geo-disaster mitigation, sustainable social infrastructure, soil and ground improvement, numerical simulations, and AI applications in infrastructure planning. His notable achievements include best paper recognition at GEOMATE 2023 and editorial board honors.

Cheetah chases inspired researchers to make a biologically accurate video game




Society for Experimental Biology
The species selection screen from Run FoVE Your Life. 

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The species selection screen from Run FoVE Your Life.

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Credit: Baptiste Morel






Movement data from wild predator-prey encounters and controlled human catch-tag games have been combined to create realistic simulations of high-intensity movement dynamics and energetics – before transforming them into a publicly accessible video game. This game utilises a citizen science approach to data collection and is helping to further our understanding of the role of movement decision-making and fatigue in life-or-death encounters.

Intense physical exertion during predator-prey chases can trigger fatigue in both participants, which is defined as the reduction of muscle and movement capacity when operating above a critical threshold. The ability of an animal to capture or elude its opponent is often determined by its capacity for speed and agility before becoming fatigued.

This project, presented at the Society for Experimental Biology conference in Florence, Italy, highlights how real movement data have been captured and transformed into simulated models that allow for human decision-making, so the team can now create more accurate simulations of predator-prey interactions.

Dr Baptiste Morel, an associate professor at the University of Savoie Mont Blanc, France, leads the Force-Velocity-Endurance (FoVE) team that are interested in evaluating the physical abilities of athletes across various sports.

The inspiration for this project came from a collaboration between the FoVE team, who primarily work with human movement, and an ecology lab, who focus on animal movement. “We started to apply the methods that we developed for sports science to the animals in the wild, so we can have an estimation of their physical ability and how much of this ability they will use,” says Dr Morel.

However, high-quality movement data from wild predator-prey chases, comparable to the high-resolution GPS tracking used in professional sports, is limited and practically impossible to produce in controlled conditions. “It’s interesting data because it comes from real life, but it's not possible to control these experiments and understand how their physical ability will lead to fatigue or how the prey might escape or not,” says Dr Morel.

To overcome this data limitation, Dr Morel and his team used human athletes taking part in chase-tag games as models to compare against the wild predator-prey encounters. 

“Chase-tag games are not as intense as true predator-prey encounters, as lives are not typically at risk. However, the roles of predator and prey are so deeply ingrained in animal nature that even without real danger, the game still triggers a high level of physical exertion and intense anxiety,” says Dr Morel.

Movement characteristics were captured from 16 human athletes taking part in “chase tag” interactions, including force, velocity and endurance. These pursuit scenarios simulated iconic predator-prey encounters, and the participants’ movements were tracked by high-frequency GPS and accelerometery.

The team investigated fatigue using two methods. Firstly, by having the humans perform a sprint before and after the chase and comparing the reduction in physical capacity to move. Secondly, by taking blood samples to measure the levels of lactic acid, a marker of muscular chemical disruptions that contributes to fatigue.

Control over the chase-tag scenarios enabled the team to capture a wide range of behavioural data. “For example, we ran experiments with ambush predation over really short distances, and others with long-distance tracking,” says Dr Morel.

Over the last year, Dr Morel and his team have used their findings to develop an innovative online game that simulates the real-world predator-prey encounters with a variety of animals, including wolf, deer and humans. Since virtual simulation now makes anything possible, players can even step into the shoes of extinct species like the Tyrannosaurus rex.

Players take the roles of predator and prey species and chase each other across a digital landscape until either the prey is caught or they survive long enough to escape. Real movement and fatigue calculations have been used to improve the realism of the game.

“We thought that this could not only be a really interesting to share our science, but it could also be a participatory way of doing science,” says Dr Morel, who is very interested in assessing how representative the digital game will be compared to the real human data they have collected.

“For example, we have wolf and African wild dog data where they can hunt persistently for several tens of minutes over kilometres of a chase” says Dr Morel. “But the average chase length for a cheetah is just 200 meters because after they ambush, they start to fatigue and usually will not catch an antelope after that.”

The game ‘Run FoVE your life’ will be soon available for people to play online. Anyone with a computer and an opponent will be able to play.

"Predators win" screen from Run FoVE Your Life. 

"Predators win" screen from Run FoVE Your Life.

Credit

Baptiste Morel