Mechanical response of the real tree root architecture under lateral load

The impact of climate change on tree stability is often associated with a higher risk of windthrow due to higher frequency and greater magnitude of extreme climatic conditions. Higher lateral loads due to an increase in maximum wind and rainfall reduce tree anchorage because of a decrease in soil ma...

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Main Authors: Ramos-Rivera, Johnatan, Rahardjo, Harianto, Lee, Daryl Tsen-Tieng, Nong, Xue Feng, Fong, Yok-King
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
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Online Access:https://hdl.handle.net/10356/161305
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1613052022-08-24T06:22:24Z Mechanical response of the real tree root architecture under lateral load Ramos-Rivera, Johnatan Rahardjo, Harianto Lee, Daryl Tsen-Tieng Nong, Xue Feng Fong, Yok-King School of Civil and Environmental Engineering Nanyang Environment and Water Research Institute Environmental Process Modelling Centre Engineering::Civil engineering Tree Root Stability Soil-Structure Interaction The impact of climate change on tree stability is often associated with a higher risk of windthrow due to higher frequency and greater magnitude of extreme climatic conditions. Higher lateral loads due to an increase in maximum wind and rainfall reduce tree anchorage because of a decrease in soil matric suction and consequently the overall strength in the system of trunk, root, and soil. This study compared the mechanical response of trees with different root architectures using static loading tests conducted in the field and numerical analysis of laser-scanned root systems. For this case, mature trees of Khaya senegalensis (Desr.) A. Juss., Samanea saman (Jacq.) Merr., and Syzygium grande (Wight) Wight ex Walp. were tested and analyzed. The root system models consisted of root system architectures obtained using 3-D laser scanning. A parametric analysis was conducted by varying the modulus of elasticity of the soil (Es) from 2.5 to 25 MPa, and the results were compared with those of the static loading tests to obtain the overall mechanical responses of the root–soil systems. The results showed important dependencies of the mechanical responses of the root–soil system on the root architecture in withstanding the lateral load. The numerical models also allowed estimation of the effective leeward and windward anchorage zones with different soil elastic moduli and rooting architectures to define the extent of the tree root protection zones. Key words: Numerical modelling, soil-structure interaction, anchorage strength, tree root stability. 2022-08-24T06:22:24Z 2022-08-24T06:22:24Z 2020 Journal Article Ramos-Rivera, J., Rahardjo, H., Lee, D. T., Nong, X. F. & Fong, Y. (2020). Mechanical response of the real tree root architecture under lateral load. Canadian Journal of Forest Research, 50(7), 595-607. https://dx.doi.org/10.1139/cjfr-2019-0332 0045-5067 https://hdl.handle.net/10356/161305 10.1139/cjfr-2019-0332 2-s2.0-85090756022 7 50 595 607 en Canadian Journal of Forest Research © 2020 Canadian Science Publishing. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Tree Root Stability
Soil-Structure Interaction
spellingShingle Engineering::Civil engineering
Tree Root Stability
Soil-Structure Interaction
Ramos-Rivera, Johnatan
Rahardjo, Harianto
Lee, Daryl Tsen-Tieng
Nong, Xue Feng
Fong, Yok-King
Mechanical response of the real tree root architecture under lateral load
description The impact of climate change on tree stability is often associated with a higher risk of windthrow due to higher frequency and greater magnitude of extreme climatic conditions. Higher lateral loads due to an increase in maximum wind and rainfall reduce tree anchorage because of a decrease in soil matric suction and consequently the overall strength in the system of trunk, root, and soil. This study compared the mechanical response of trees with different root architectures using static loading tests conducted in the field and numerical analysis of laser-scanned root systems. For this case, mature trees of Khaya senegalensis (Desr.) A. Juss., Samanea saman (Jacq.) Merr., and Syzygium grande (Wight) Wight ex Walp. were tested and analyzed. The root system models consisted of root system architectures obtained using 3-D laser scanning. A parametric analysis was conducted by varying the modulus of elasticity of the soil (Es) from 2.5 to 25 MPa, and the results were compared with those of the static loading tests to obtain the overall mechanical responses of the root–soil systems. The results showed important dependencies of the mechanical responses of the root–soil system on the root architecture in withstanding the lateral load. The numerical models also allowed estimation of the effective leeward and windward anchorage zones with different soil elastic moduli and rooting architectures to define the extent of the tree root protection zones. Key words: Numerical modelling, soil-structure interaction, anchorage strength, tree root stability.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Ramos-Rivera, Johnatan
Rahardjo, Harianto
Lee, Daryl Tsen-Tieng
Nong, Xue Feng
Fong, Yok-King
format Article
author Ramos-Rivera, Johnatan
Rahardjo, Harianto
Lee, Daryl Tsen-Tieng
Nong, Xue Feng
Fong, Yok-King
author_sort Ramos-Rivera, Johnatan
title Mechanical response of the real tree root architecture under lateral load
title_short Mechanical response of the real tree root architecture under lateral load
title_full Mechanical response of the real tree root architecture under lateral load
title_fullStr Mechanical response of the real tree root architecture under lateral load
title_full_unstemmed Mechanical response of the real tree root architecture under lateral load
title_sort mechanical response of the real tree root architecture under lateral load
publishDate 2022
url https://hdl.handle.net/10356/161305
_version_ 1743119489310916608