Influencing Factors of Porosity and Strength of Plant-Growing Concrete.

compressive strength fitting plant-growing concrete planting test porosity preparation process stress–strain curve

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
20 Dec 2023
Historique:
received: 19 11 2023
revised: 14 12 2023
accepted: 18 12 2023
medline: 11 1 2024
pubmed: 11 1 2024
entrez: 11 1 2024
Statut: epublish

Résumé

A standardized preparation process is proposed in this study for achieving optimal strength and vegetative properties in vegetated concrete, using Yunnan red soil as a growth substrate for plants. The porosity of vegetated concrete is a crucial factor influencing plant growth, while compressive strength is a significant mechanical property. To assess the strength and porosity of vegetated concrete, different design porosities (22%, 24%, 26%, 28%) and cement-to-aggregate ratios (4, 5, 6, 7) were utilized in the preparation of vegetated concrete samples. The shell-making and static-pressure-molding methods were optimized for specimen preparation. Analyzing the stress-strain full curve characteristics of vegetation-type concrete under different influencing factors, an in-depth investigation into its failure mechanism was conducted. It was determined that the design porosity and cement content significantly impact the concrete's performance, particularly in terms of 30-day compressive strength and effective porosity. Furthermore, an increase in the fly ash ratio led to an increase in porosity and a decrease in compressive strength, providing a certain guidance for optimizing concrete performance. Comparative analysis through vegetation experiments revealed that black rye grass exhibited favorable growth adaptability compared to other grass species.

Identifiants

pubmed: 38203885
pii: ma17010031
doi: 10.3390/ma17010031
pii:
doi:

Types de publication

Journal Article

Langues

eng

Auteurs

Jiashi Cai (J)

Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, China.

Chunying Shen (C)

Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, China.

Ming Ye (M)

Sinohydro Bureau 6 Co., Ltd., Shenyang 110169, China.

Siyang Huang (S)

Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China.

Jinxing He (J)

Sinohydro Bureau 6 Co., Ltd., Shenyang 110169, China.

Ding Cui (D)

Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, China.

Classifications MeSH