2026/6/21
Mohammad Ali Dastan Diznab

Mohammad Ali Dastan Diznab

Academic rank: Assistant Professor
ORCID: https://orcid.org/0000-0002-3528-9540
Education: PhD.
H-Index:
Faculty: Engineering
ScholarId:
E-mail: madastan1 [at] gmail.com
ScopusId: View
Phone:
ResearchGate:

Research

Title
A computational framework for optimizing LECA content in concrete using ANN and RSM
Type
JournalPaper
Keywords
Artificial neural network (ANN) Compressive strength loss Density loss Lightweight expanded clay aggregate (LECA) Response surface methodology (RSM)
Year
2026
Journal Results in Engineering
DOI
Researchers Seyed Hossein Mousavinia ، Mohammad Ali Dastan Diznab

Abstract

Incorporating lightweight expanded clay aggregate (LECA) reduces the density of concrete but often results in undesirable compressive strength loss, creating a key design trade-off. This study develops a data-driven framework to determine the optimal LECA content by balancing compressive strength loss (CSL) and density loss (DL). A dataset of 129 records compiled from 26 published studies was analyzed. Artificial neural networks (ANN) and response surface methodology (RSM) were independently developed and compared to evaluate predictive reliability. The ANN model demonstrated superior accuracy, achieving coefficients of determination (R²) values of 0.983 for CSL and 0.993 for DL. Using the ANN predictions, a multi-objective optimization approach was formulated to identify the LECA content that provides the best compromise between mechanical performance and weight reduction. The results offer practical guidance for the design of lightweight concretes in construction applications.