Predicting the Compressive Strength of Pervious Cement Concrete based on Fast Genetic Programming Method

被引:6
|
作者
Le, Ba-Anh [1 ]
Tran, Bao-Viet [1 ]
Vu, Thai-Son [2 ]
Vu, Viet-Hung [3 ]
Nguyen, Van-Hung [1 ]
机构
[1] Univ Transport & Commun, 3 Cau Giay, Hanoi, Vietnam
[2] Hanoi Univ Civil Engn, Hanoi, Vietnam
[3] Univ Transport & Commun, Campus Ho Chi Minh City,450-451 Le Van Viet St,Tan, Ho Chi Minh City, Vietnam
关键词
Symbolic regression; Genetic programming; Compressive strength; Machine learning; Pervious concrete; Proportioning procedure; MECHANICAL-PROPERTIES; SYMBOLIC REGRESSION; FURNACE SLAG; SILICA FUME; FLY-ASH; ALGORITHM;
D O I
10.1007/s13369-023-08396-2
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The primary objective of this paper is to develop an appropriate predictive formula for the compressive strength of pervious concrete, which depends on its mixture. This will allow for the improvement of the proportioning procedure that considers both the target porosity and target compressive strength. To achieve this, an effective computational strategy is first constructed and investigated for the creation of simple and easily applicable symbolic regression functions within the Genetic Programming-based Symbolic Regression framework. Recent advancements in fast logical parallelism and model-based algorithms are also applied to perform calculations on a large quantity of examples, with the aim of finding the most suitable analytical solutions at a low computational cost. Next, to assess the effectiveness of this model in predicting the compressive strength of concrete in general, computations are carried out using the well-known Yeh's dataset on conventional concrete compressive strength. This dataset has been extensively studied using both "black-box" and "white-box" machine learning algorithms. The results reveal that more suitable formulas can be generated through this computational process, compared to several scenarios discussed in the literature. Furthermore, the model is extended to pervious concrete, based on the dataset of 164 samples of 28-day compressive strength collected from 14 different sources. The findings for pervious concrete exhibited high accuracy compared to the most effective black-box models and micromechanical/empirical models, with a coefficient of determination of approximately 0.9 for simple predictive equations, thereby supporting the effectiveness of the proposed approach.
引用
收藏
页码:5487 / 5504
页数:18
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