Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control

İsraf Javed; Abdullah Ekinci; Bertuğ Akıntuğ

doi:10.18400/tjce.1603567

TR EN

Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control

Öz

This study investigates the effects of curing period (0, 4, 7, and 28 days), density (1.6 and 1.8 g/cm³), and cement content (1%, 3%, 6%, and 10%) on the behavior of cemented sand. Unconfined compressive strength (UCS) tests assessed strength, while permeability was evaluated through constant head tests. Additionally, ultra-pulse velocity (UPV) testing was used to assess shear modulus (G0) as a nondestructive evaluation method. The findings demonstrate that increasing the cement content and extending the curing duration enhance both strength and shear modulus while reducing permeability. Specifically, a cement content of 10% and a curing period of 28 days result in a significant improvement, with UCS reaching 2.7 MPa and G0 attaining 1.2 MPa. Higher density also enhances strength and G0 but lowers permeability. Hydrological modeling of stormwater systems reveals that increasing cement content elevates surface runoff volume and shifts the soil Curve Number from 61 to 89 (for 1% and 10% cement at 1.8 g/cm³ density, respectively), indicating reduced infiltration capacity and increased runoff potential. Statistical analysis confirmed significant relationships between cement content, curing time, density, and the resulting strength and permeability, with p-values below 5%, indicating strong statistical significance. For urban stormwater systems requiring permeability-strength equilibrium, the 1.8 g/cm3 density, 6% cement, and 7-day curing mix is recommended to support groundwater recharge while maintaining pavement durability.

Anahtar Kelimeler

Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control

Öz

This study investigates the effects of curing period (0, 4, 7, and 28 days), density (1.6 and 1.8 g/cm³), and cement content (1%, 3%, 6%, and 10%) on the behavior of cemented sand. Unconfined compressive strength (UCS) tests assessed strength, while permeability was evaluated through constant head tests. Additionally, ultra-pulse velocity (UPV) testing was used to assess shear modulus (G0) as a nondestructive evaluation method. The findings demonstrate that increasing the cement content and extending the curing duration enhance both strength and shear modulus while reducing permeability. Specifically, a cement content of 10% and a curing period of 28 days result in a significant improvement, with UCS reaching 2.7 MPa and G0 attaining 1.2 MPa. Higher density also enhances strength and G0 but lowers permeability. Hydrological modeling of stormwater systems reveals that increasing cement content elevates surface runoff volume and shifts the soil Curve Number from 61 to 89 (for 1% and 10% cement at 1.8 g/cm³ density, respectively), indicating reduced infiltration capacity and increased runoff potential. Statistical analysis confirmed significant relationships between cement content, curing time, density, and the resulting strength and permeability, with p-values below 5%, indicating strong statistical significance. For urban stormwater systems requiring permeability-strength equilibrium, the 1.8 g/cm3 density, 6% cement, and 7-day curing mix is recommended to support groundwater recharge while maintaining pavement durability.

Anahtar Kelimeler

Kaynakça

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Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Mühendisliğinde Zemin Mekaniği, Su Kaynakları Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

İsraf Javed
0000-0003-4323-6892
Türkiye

Abdullah Ekinci ^*
0000-0002-6787-9983
Türkiye

Bertuğ Akıntuğ
0000-0001-6206-4315
Kuzey Kıbrıs Türk Cumhuriyeti

Erken Görünüm Tarihi

9 Mayıs 2025

Yayımlanma Tarihi

1 Eylül 2025

Gönderilme Tarihi

18 Aralık 2024

Kabul Tarihi

2 Mayıs 2025

Yayımlandığı Sayı

Yıl 2025 Cilt: 36 Sayı: 5

DOI

https://doi.org/10.18400/tjce.1603567

IZ

https://izlik.org/JA95HZ73RW

Kaynak Göster

RIS / Bibtex

APA

Javed, İ., Ekinci, A., & Akıntuğ, B. (2025). Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control. Turkish Journal of Civil Engineering, 36(5), 111-148. https://doi.org/10.18400/tjce.1603567

AMA

1.Javed İ, Ekinci A, Akıntuğ B. Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control. tjce. 2025;36(5):111-148. doi:10.18400/tjce.1603567

Chicago

Javed, İsraf, Abdullah Ekinci, ve Bertuğ Akıntuğ. 2025. “Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control”. Turkish Journal of Civil Engineering 36 (5): 111-48. https://doi.org/10.18400/tjce.1603567.

EndNote

Javed İ, Ekinci A, Akıntuğ B (01 Eylül 2025) Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control. Turkish Journal of Civil Engineering 36 5 111–148.

IEEE

[1]İ. Javed, A. Ekinci, ve B. Akıntuğ, “Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control”, tjce, c. 36, sy 5, ss. 111–148, Eyl. 2025, doi: 10.18400/tjce.1603567.

ISNAD

Javed, İsraf - Ekinci, Abdullah - Akıntuğ, Bertuğ. “Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control”. Turkish Journal of Civil Engineering 36/5 (01 Eylül 2025): 111-148. https://doi.org/10.18400/tjce.1603567.

JAMA

1.Javed İ, Ekinci A, Akıntuğ B. Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control. tjce. 2025;36:111–148.

MLA

Javed, İsraf, vd. “Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control”. Turkish Journal of Civil Engineering, c. 36, sy 5, Eylül 2025, ss. 111-48, doi:10.18400/tjce.1603567.

Vancouver

1.İsraf Javed, Abdullah Ekinci, Bertuğ Akıntuğ. Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control. tjce. 01 Eylül 2025;36(5):111-48. doi:10.18400/tjce.1603567