Vegetated concrete has proven to be an effective technique for restoring the ecological environment of rocky slopes, but conventional formulations often suffer from excessive cement content and limited plant growth. This study proposes the use of biochar (BC) and limestone calcined clay cement (LC3) to form an improved vegetated concrete mix. Twenty-five different formulations were tested for their compressive and shear strength, pH values, and Bermuda grass growth. Microstructural studies using scanning electron microscopy (SEM). The results show that LC3 significantly increases the stress at small strains, while BC increases the strain at peak stresses. LC3 hydration produces cementitious material that coats soil particles, filling voids and leading to a linear increase in cohesion. The optimal mixture, with 12% LC3 and 6% BC, showed a 227% increase in cohesion and a 146% increase in internal friction angle. While LC3 increased pH, reducing the germination and growth performance of Bermuda grass, BC effectively improved these parameters, promoting faster and healthier plant growth. This study provides a reference for the application of LC3 and BC in future vegetated concrete development.
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http://dx.doi.org/10.1080/09593330.2025.2473657 | DOI Listing |
Environ Technol
March 2025
School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, People's Republic of China.
Vegetated concrete has proven to be an effective technique for restoring the ecological environment of rocky slopes, but conventional formulations often suffer from excessive cement content and limited plant growth. This study proposes the use of biochar (BC) and limestone calcined clay cement (LC3) to form an improved vegetated concrete mix. Twenty-five different formulations were tested for their compressive and shear strength, pH values, and Bermuda grass growth.
View Article and Find Full Text PDFMaterials (Basel)
December 2024
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China.
Vegetation concrete is one of the most widely used substrates in ecological slope protection, but its practical application often limits the growth and nutrient uptake of plant roots due to consolidation problems, which affects the effectiveness of slope protection. This paper proposed the use of a plant protein foaming agent as a porous modifier to create a porous, lightweight treatment for vegetation concrete. Physical performance tests, direct shear tests, plant growth tests, and scanning electron microscopy experiments were conducted to compare and analyze the physical, mechanical, microscopic characteristics, and phyto-capabilities of differently treated vegetation concrete.
View Article and Find Full Text PDFEnviron Monit Assess
December 2024
Department of Geography, Kurukshetra University, Kurukshetra, 136119, India.
The increasing surface heat in metropolitan areas is one of the biggest issues, especially as natural surfaces are being replaced by impermeable concrete surfaces. This study uses Landsat data (1991-2022) to examine the spatio-temporal dynamics of LST and LULC in Jaipur, highlighting the impact of urban expansion and the city's semi-arid nature on the thermal landscape. We have used the maximum likelihood classifier for supervised LULC classification and the mono-window algorithm for retrieving LST.
View Article and Find Full Text PDFSci Total Environ
December 2024
Human and Biodiversity Research Lab, Faculty of Architecture and Town Planning, Technion - Israel Institute of Technology, Haifa 32000, Israel.
PLoS One
October 2024
School of Chemical & Environmental Engineering, Pingdingshan University, Pingdingshan, China.
Vegetated concrete substrate (VCS) is a kind of ecological cemented soil, which has very wide application prospect in high and steep rock slope eco-protection. Cement is an important component of VCS, but it has high energy consumption and environmental pollution. Fiber reinforcement plays an positive role in improving the mechanical properties of soil, and its use as a substitute for cement content in VCS under the condition of equal strength is rarely investigated.
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