Investigation into the permeability and strength of pervious geopolymer concrete containing coated biomass aggregate material

نویسندگان

چکیده

Waste palm oil products can be recycled in the production of pervious geopolymer concrete (PGC) for long-term sustainable development. PGC is a non-slip porous pavement that allows water to pass through. Biomass aggregate (BA) produced by burning biomass and introduced as replacement natural (NA). BA mixed with fly ash (FA) alkaline liquid (AL) heated an oven at 80 °C 24 h produce coated (CBA). containing CBA commonly used cement substitute concrete. This study aims develop evaluate effect rainfall intensity on ability reduce stormwater runoff. Coating paste resulted improved properties, better Aggregate crushing value (ACV), impact (AIV), absorption higher compressive strength compared BA. Results indicated, FA/CBA ratio 1:7, 5–10 mm, NaOH molarity 10 M, Na2SiO3/NaOH 2.5, AL/FA 0.5 when cured °C, gave optimum 13.7 MPa permeability 2.1 cm/s. Both revealed viable alternative aggregates producing made was 51% greater than NA. The results also showed reduction runoff due permeable decreased increased intensity.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Prediction of Pervious Concrete Permeability and Compressive Strength Using Artificial Neural Networks

Pervious concrete is a concrete mixture prepared from cement, aggregates, water, little or no fines, and in some cases admixtures. The hydrological property of pervious concrete is the primary reason for its reappearance in construction. Much research has been conducted on plain concrete, but little attention has been paid to porous concrete, particularly to the analytical prediction modeling o...

متن کامل

Virtual Pervious Concrete: Microstructure, Percolation, and Permeability

As the usage of pervious concrete continues to increase dramatically, a better understanding of the linkages between microstructure, transport properties, and durability will assist suppliers in mixture proportioning and design. This paper presents various virtual pervious concrete microstructural models and compares their percolation characteristics and computed transport properties to those o...

متن کامل

Effects of Adding Fibre on Strength and Permeability of Recycled Aggregate Concrete Containing Treated Coarse RCA

Abstract—This paper presents the experiment results of investigating the effects of adding various types and proportions of fibre on mechanical strength and permeability characteristics of recycled aggregate concrete (RAC), which was produced with treated coarse recycled concrete aggregate (RCA). Two types of synthetic fibres (i.e., barchip and polypropylene fibre) with various volume fractions...

متن کامل

Factors Influencing Compressive Strength of Geopolymer Concrete

To study effects of several factors on the properties of fly ash based geopolymer concrete on the compressive strength and also the cost comparison with the normal concrete. The test variables were molarities of sodium hydroxide(NaOH) 8M,14M and 16M, ratio of NaOH to sodium silicate (Na2SiO3) 1, 1.5, 2 and 2.5, alkaline liquid to fly ash ratio 0.35 and 0.40 and replacement of water in Na2SiO3 s...

متن کامل

Prediction of Lightweight Aggregate Concrete Compressive Strength

Nowadays, the better performance of lightweight structures during earthquake has resulted in using lightweight concrete more than ever. However, determining the compressive strength of concrete used in these structures during their service through a none-destructive test is a popular and useful method.  One of the main methods of non-destructive testing in the assessment of compressive strength...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Journal of materials research and technology

سال: 2021

ISSN: ['2238-7854', '2214-0697']

DOI: https://doi.org/10.1016/j.jmrt.2021.09.045