Behavior of a high-volume fly ash fiber-reinforced cement composite toward magnesium sulfate: a long-term study DOI

H. K. Sugandhini,

Gopinatha Nayak, Kiran Kumar Shetty

и другие.

Innovative Infrastructure Solutions, Год журнала: 2023, Номер 8(12)

Опубликована: Ноя. 16, 2023

Язык: Английский

Prediction of compressive strength in sustainable concrete using regression analysis DOI
Ashray Saxena, Christian Sabillon-Orellana, Jorge A. Prozzi

и другие.

Journal of Material Cycles and Waste Management, Год журнала: 2024, Номер 26(5), С. 2896 - 2909

Опубликована: Июль 12, 2024

Язык: Английский

Процитировано

7

Fracture properties and self-healing assessment of superabsorbent polymer modified hybrid fibre concrete DOI
Shahid Ul Islam, Shakeel Ahmad Waseem

Journal of Building Engineering, Год журнала: 2024, Номер 96, С. 110481 - 110481

Опубликована: Авг. 23, 2024

Язык: Английский

Процитировано

5

Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials DOI Creative Commons
Md Jihad Miah, Ren Huaping,

Suvash Chandra Paul

и другие.

Innovative Infrastructure Solutions, Год журнала: 2023, Номер 8(10)

Опубликована: Сен. 4, 2023

Abstract Research has shown that adding supplementary cementitious materials (SCMs), such as fly ash (FA) and slag (SL), to concrete improves its mechanical durability properties up certain limits. However, the long-term performance of made with FA SL is not fully known. This study investigates impact on (up 900 days) concrete. The specimens were six replacement percentages (0, 10, 20, 30, 45 60 by weight) ordinary Portland cement (OPC). short-term fresh hardened all mixes assessed after 14, 28, 60, 90 days water curing. After 120, 365, 730, curing, was investigated for 100% OPC (control), 30% FA, concretes. At 28 days, no significant difference in strength development observed containing than control (100% OPC). In contrast, a remarkable enhancement registered at tests. Likewise, showed lowest porosity absorption control. prepared gradually rises over time (from 14 compared With increasing age, reduction capillary seen days).

Язык: Английский

Процитировано

12

Renewable construction with lightweight concrete – Reclaimed recycled material systems with CO2-absorption DOI Creative Commons
Timo Haller, Sebastian Scherb, Nancy Beuntner

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 466, С. 140339 - 140339

Опубликована: Фев. 8, 2025

Язык: Английский

Процитировано

0

Experimental studies on improving the potential properties using Eggshell powder based geopolymer concrete with sustainable materials DOI

Konnoju Saikumar Chary,

Nijagala Munilakshmi

Innovative Infrastructure Solutions, Год журнала: 2024, Номер 9(6)

Опубликована: Май 6, 2024

Язык: Английский

Процитировано

2

Investigating Mechanical Properties of Metakaolin-Based Geopolymer Concrete Optimized with Wastepaper Ash and Plastic Granules DOI Open Access

Midhin A. K. Midhin,

Leong Sing Wong

Civil Engineering Journal, Год журнала: 2024, Номер 10, С. 209 - 234

Опубликована: Дек. 16, 2024

This study develops an environmentally friendly geopolymer concrete (GPC) using wastepaper ash (WPA) and high-density polyethylene (HDPE) granules, addressing environmental challenges such as HDPE disposal CO2emissions from cement production. WPA was produced by incinerating at 550 °C for one hour used a partial replacement MK in ratios of 10%, 20%, 30%, 40%, 50%, 100%, while granules replaced river sand 1% to 5%. The results showed that the use 30% resulted compressive strength (CS) 35.38 MPa, which significantly higher than control sample's CS 31.62 MPa. increased slump due lower water demand. combination 3% further enhanced mechanical properties, resulting 36.54 representing 15.5% increase over control. However, addition reduced slump, attributed friction granules. Advanced analyses, including SEM, EDX, XRD, confirmed refined pore structure geopolymerization treated GPC. It is novel optimize waste products production MK-based Doi: 10.28991/CEJ-SP2024-010-011 Full Text: PDF

Язык: Английский

Процитировано

2

Durability performance of waste marble-based self-compacting concrete reinforced with steel fibers DOI
Jawad Ahmad, Zhiguang Zhou

Innovative Infrastructure Solutions, Год журнала: 2024, Номер 9(2)

Опубликована: Янв. 26, 2024

Язык: Английский

Процитировано

1

Research into the internal flaw evolution mechanism and the constitutive model of recycled aggregate concrete under monotonic and cyclic loading DOI
Qian Li, Jianhai Zhang, Ru Zhang

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 421, С. 135667 - 135667

Опубликована: Март 1, 2024

Язык: Английский

Процитировано

1

Eupatorium Adenophorum Spreng as a green additive in cementitious materials for sustainable infrastructure DOI

Jiwan Paudel,

Kiran Thapa,

Suraj Sedai

и другие.

Journal of Cleaner Production, Год журнала: 2024, Номер 461, С. 142603 - 142603

Опубликована: Май 17, 2024

Язык: Английский

Процитировано

1

An experimental study on the use of waste marble as replacement of aggregates and cement in construction material DOI
Mohammed Khattab,

Oday Jaradat,

Samya Hachemi

и другие.

Innovative Infrastructure Solutions, Год журнала: 2024, Номер 9(7)

Опубликована: Июнь 25, 2024

Язык: Английский

Процитировано

1