Study Characteristics of Porous Asphalt Using Aggregates from Karangasem with 60/70 Penetration Bitumen DOI Creative Commons
I Gusti Agung Ananda Putra

Civilla Jurnal Teknik Sipil Universitas Islam Lamongan, Год журнала: 2022, Номер 7(2), С. 205 - 205

Опубликована: Окт. 31, 2022

Porous asphalt is a type of pavement designed to increase the coefficient friction on surface. The porous functions as drainage drain water in top layer vertically and horizontally. method used this research an experimental by making different tests laboratory. Stages works include examining 60/70 penetration bitumen, aggregate testing, mixing, preparation sample with variation level 5%, 5.5%, 6%, 6.5%, 7% 2x50 Marshall compaction. Volumetric measurement testing get optimum level. next test cantabro test, permeability ITS UCS at As results study, it was obtained that value 6.15%, characteristics, namely stability 636.32 kg (specification min. 500 kg), Flow 4.0 mm (specifications 2-6 mm), Quotient 159.15 kg/mm max. 400 kg/mm), VIM 19.828% 18-25%). At samples gave Cantabro 17.90% 20%), vertical horizontal values 0.145 0.152 cm/sec 0.1-0.5 cm/sec), 158.88 kPa, 916.343 kPa.

Язык: Английский

Transfer learning-based techniques for efficient 3D-reconstruction of functionally graded materials DOI Creative Commons

Pouria Hamidpour,

Alireza Araee, Majid Baniassadi

и другие.

Materials & Design, Год журнала: 2024, Номер 248, С. 113415 - 113415

Опубликована: Ноя. 8, 2024

Язык: Английский

Процитировано

1

Correlating microscopic pore characteristics with permeability coefficient in porous asphalt concrete: an X-ray CT-based approach DOI

Bo Li,

Zhenhua Yang,

Xuwei Zhu

и другие.

Road Materials and Pavement Design, Год журнала: 2024, Номер unknown, С. 1 - 27

Опубликована: Дек. 16, 2024

The internal void structure of porous asphalt concrete (PAC) is crucial for its drainage performance. This study employs X-ray CT scanning and image processing techniques to analyze key microscopic parameters PAC, including porosity, number voids, equivalent diameter, fractal dimension. evolution these under clogging cleaning conditions investigated. A predictive model the permeability coefficient PAC established based on findings. Results indicate that distribution exhibits similar variations across specimens with different porosities during cleaning. Notably, voids increases significantly after clogging, while diameter decreases dimension remains stable. All are effectively restored post-cleaning. strong correlation exists between dimension, coefficient, ranked from best worst as: a 0.991 model.

Язык: Английский

Процитировано

1

Water evaporation dynamics and its effect on the nanoscale structure and mechanical properties of saturated porous asphalt binder DOI
Mingyang Gong,

Wei Guo,

Yubo Sun

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 456, С. 139393 - 139393

Опубликована: Ноя. 28, 2024

Язык: Английский

Процитировано

0

Study Characteristics of Porous Asphalt Using Aggregates from Karangasem with 60/70 Penetration Bitumen DOI Creative Commons
I Gusti Agung Ananda Putra

Civilla Jurnal Teknik Sipil Universitas Islam Lamongan, Год журнала: 2022, Номер 7(2), С. 205 - 205

Опубликована: Окт. 31, 2022

Porous asphalt is a type of pavement designed to increase the coefficient friction on surface. The porous functions as drainage drain water in top layer vertically and horizontally. method used this research an experimental by making different tests laboratory. Stages works include examining 60/70 penetration bitumen, aggregate testing, mixing, preparation sample with variation level 5%, 5.5%, 6%, 6.5%, 7% 2x50 Marshall compaction. Volumetric measurement testing get optimum level. next test cantabro test, permeability ITS UCS at As results study, it was obtained that value 6.15%, characteristics, namely stability 636.32 kg (specification min. 500 kg), Flow 4.0 mm (specifications 2-6 mm), Quotient 159.15 kg/mm max. 400 kg/mm), VIM 19.828% 18-25%). At samples gave Cantabro 17.90% 20%), vertical horizontal values 0.145 0.152 cm/sec 0.1-0.5 cm/sec), 158.88 kPa, 916.343 kPa.

Язык: Английский

Процитировано

0