LAPSE:2023.28211
Published Article

LAPSE:2023.28211
Performance Simulation of Permeable Concrete Materials Combined with Nanotechnology in Rainwater Management
April 11, 2023
Abstract
In recent years, China has entered a period of rapid urban development, but most of the cities with rapid development still have ground hardening, which makes it difficult for rainwater to penetrate and discharge. In order to achieve the rapid drainage of accumulated water in the city, nanotechnology was introduced, and permeable concrete based on NC and NS nanomaterials was proposed. Combined with finite element analysis, the permeable properties and mechanical properties of permeable concrete mixed with nanomaterials were analyzed. A comprehensive performance analysis of pervious concrete shows that the viscosity of permeable concrete mixed with nanomaterials is significantly higher than that of non-mixed pervious concrete, and the permeability coefficient of permeable concrete mixed with nanomaterials can reach 0.43 cm/s. A finite element analysis shows that the incorporation of nanomaterials can improve the compressive strength of permeable concrete. At the same time, under a rainwater environment simulation, the rainwater retention time of pervious concrete is only 2.35 s. The above results show that the incorporation of nanomaterials into pervious concrete can improve the water permeability of pervious concrete, improve the mechanical properties of pervious concrete, and increase its service life, which is of great significance to urban development and urban management.
In recent years, China has entered a period of rapid urban development, but most of the cities with rapid development still have ground hardening, which makes it difficult for rainwater to penetrate and discharge. In order to achieve the rapid drainage of accumulated water in the city, nanotechnology was introduced, and permeable concrete based on NC and NS nanomaterials was proposed. Combined with finite element analysis, the permeable properties and mechanical properties of permeable concrete mixed with nanomaterials were analyzed. A comprehensive performance analysis of pervious concrete shows that the viscosity of permeable concrete mixed with nanomaterials is significantly higher than that of non-mixed pervious concrete, and the permeability coefficient of permeable concrete mixed with nanomaterials can reach 0.43 cm/s. A finite element analysis shows that the incorporation of nanomaterials can improve the compressive strength of permeable concrete. At the same time, under a rainwater environment simulation, the rainwater retention time of pervious concrete is only 2.35 s. The above results show that the incorporation of nanomaterials into pervious concrete can improve the water permeability of pervious concrete, improve the mechanical properties of pervious concrete, and increase its service life, which is of great significance to urban development and urban management.
Record ID
Keywords
nanomaterials, pervious concrete, stormwater management, viscosity
Subject
Suggested Citation
Li J, Jin M, Chen J, Weng Z, Sun M, Wu D, Yan H, Huang Z, Xue J, Wang F. Performance Simulation of Permeable Concrete Materials Combined with Nanotechnology in Rainwater Management. (2023). LAPSE:2023.28211
Author Affiliations
Li J: Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China; Zhongjiao Yuanzhou Transportation Technology Group Co., Ltd., Fujian Branch, Fuzhou 350001, China; Hainan Cloud Spacetime Information Technology Co., Ltd., Danzhou 57170
Jin M: Graduate School of Cavite State University, Indang 4100, Philippines
Chen J: Graduate School of Cavite State University, Indang 4100, Philippines; Zhejiang Industry & Trade Vocational College, Wenzhou 325000, China
Weng Z: Fuzhou Planning & Design Research Institue Grop Co., Ltd., Fuzhou 350001, China
Sun M: Hubei Land Resources Vocational College, Wuhan 430208, China
Wu D: Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
Yan H: Wenzhou Data Management and Development Group Co., Ltd., Wenzhou 325000, China
Huang Z: Fuzhou Water Pingtan Water Diversion & Development Co., Ltd., Fuzhou 350001, China
Xue J: Graduate School of Cavite State University, Indang 4100, Philippines
Wang F: Institute of International Economy and Trade, Fujian Business University, Fuzhou 350001, China
Jin M: Graduate School of Cavite State University, Indang 4100, Philippines
Chen J: Graduate School of Cavite State University, Indang 4100, Philippines; Zhejiang Industry & Trade Vocational College, Wenzhou 325000, China
Weng Z: Fuzhou Planning & Design Research Institue Grop Co., Ltd., Fuzhou 350001, China
Sun M: Hubei Land Resources Vocational College, Wuhan 430208, China
Wu D: Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
Yan H: Wenzhou Data Management and Development Group Co., Ltd., Wenzhou 325000, China
Huang Z: Fuzhou Water Pingtan Water Diversion & Development Co., Ltd., Fuzhou 350001, China
Xue J: Graduate School of Cavite State University, Indang 4100, Philippines
Wang F: Institute of International Economy and Trade, Fujian Business University, Fuzhou 350001, China
Journal Name
Processes
Volume
11
Issue
3
First Page
768
Year
2023
Publication Date
2023-03-05
ISSN
2227-9717
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Original Submission
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PII: pr11030768, Publication Type: Journal Article
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LAPSE:2023.28211
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https://doi.org/10.3390/pr11030768
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Apr 11, 2023
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