Yuelu Zhu
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
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Research Interests
Yuelu Zhu has a total of 2 co-authors. Here are the top co-authors by number of shared publications:
- Yaoting Xiao
School of Civil Engineering and Architecture, Hubei University of Arts and Science, Xiangyang 441053, China
2 shared publications - Yingxing Chen
The School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang 330099, Jiangxi,China
1 shared publication
Latest Publications
- 3 September 2025
- Published by Polish Academy of Sciences Chancellery in Archives of Civil Engineering
- p. 109-122
Application of pre-embedded cold water pipe technology in large volume concrete dams
To address the issue of heat release during the construction of concrete dams, this study employs the approach of embedding water pipes for temperature control. Taking a large-volume concrete gravity dam in China as an example, considering environmental and river water temperatures, inputting concrete thermodynamic parameters, and taking various factors such as pipe layout, calculation parameters, pipe radius, material, spacing, and water temperature into account, the study utilizes finite element software for simulation modeling. It systematically discusses the relationship between cooling effects, costs, and engineering safety. The research results indicate that, under the condition of a rectangular section layout, with a pipe radius of 0.01 m and a spacing of 1.5 × 1.5 m, the comprehensive effect is optimal. The influence of different pipe materials on temperature reduction is minimal. When changing pipe materials, only material costs and their impact on structural safety and durability need consideration. Additionally, excessively low water temperatures during water passage can lead to internal concrete cracking, requiring attention during construction.
- 3 September 2025
- Published by Polish Academy of Sciences Chancellery in Archives of Civil Engineering
- p. 109-122
Application of pre-embedded cold water pipe technology in large volume concrete dams
To address the issue of heat release during the construction of concrete dams, this study employs the approach of embedding water pipes for temperature control. Taking a large-volume concrete gravity dam in China as an example, considering environmental and river water temperatures, inputting concrete thermodynamic parameters, and taking various factors such as pipe layout, calculation parameters, pipe radius, material, spacing, and water temperature into account, the study utilizes finite element software for simulation modeling. It systematically discusses the relationship between cooling effects, costs, and engineering safety. The research results indicate that, under the condition of a rectangular section layout, with a pipe radius of 0.01 m and a spacing of 1.5 × 1.5 m, the comprehensive effect is optimal. The influence of different pipe materials on temperature reduction is minimal. When changing pipe materials, only material costs and their impact on structural safety and durability need consideration. Additionally, excessively low water temperatures during water passage can lead to internal concrete cracking, requiring attention during construction.
- 15 November 2022
- Published by Taylor & Francis in Hydrological Sciences Journal
- Vol. 67 (15) , 2254-2261
Study of the water vertical infiltration path in unsaturated soil based on a variational method: application of power function distribution of D(θ)
The classical Richards Equation of water infiltration in unsaturated soil is a partial differential equation, which is nonlinear and difficult to obtain analytical solution. Taking time as the least action variable, the infiltration path as a functional of time is established based on Richards Equation. The vertical infiltration problem of unsaturated soil under gravity is transformed into the functional extremum problem, and solved by Euler-Lagrange Equation. The results show that the diffusion coefficient D(θ) has a function relationship with the depth of wetting front. When the type of diffusion coefficient is known, the moisture content of wetting front at specified depth, the moisture content of the farthest wetting front and the maximum entropy distribution of soil moisture content can be obtained at the optimal path. Taking the optimal path as the standard, the accuracy of solving Richards Equation by Boltzmann transformation and linear transformation is tested.
- 15 November 2022
- Published by Taylor & Francis in Hydrological Sciences Journal
- Vol. 67 (15) , 2254-2261
Study of the water vertical infiltration path in unsaturated soil based on a variational method: application of power function distribution of D(θ)
The classical Richards Equation of water infiltration in unsaturated soil is a partial differential equation, which is nonlinear and difficult to obtain analytical solution. Taking time as the least action variable, the infiltration path as a functional of time is established based on Richards Equation. The vertical infiltration problem of unsaturated soil under gravity is transformed into the functional extremum problem, and solved by Euler-Lagrange Equation. The results show that the diffusion coefficient D(θ) has a function relationship with the depth of wetting front. When the type of diffusion coefficient is known, the moisture content of wetting front at specified depth, the moisture content of the farthest wetting front and the maximum entropy distribution of soil moisture content can be obtained at the optimal path. Taking the optimal path as the standard, the accuracy of solving Richards Equation by Boltzmann transformation and linear transformation is tested.
- Open Access
- 1 January 2022
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 26 (1) , 472-481
Research on a Key Question in the Parlange Solution
- 1 January 2022
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 26 (1) , 472-481
Open AccessResearch on a Key Question in the Parlange Solution