journal article·2025-08-22Open access

Effect of Nanoclay on the Performance Characteristics of SBS-Modified Asphalt Concrete Mixtures

Asmat Khan, Sarfraz Ahmed, Naqeeb Ullah Khattak, Menglim Hoy, Chamroeun Se

Coatings· Volume 15· Issue 9

Abstract

This study examined the synergistic effects of Styrene–Butadiene–Styrene (SBS) polymer and nanoclay on asphalt concrete mixture performance through a systematic experimental program using 4.5% SBS with varying nanoclay concentrations (0–8%). Performance evaluation included Indirect Tensile Strength (ITS), Indirect Tensile Resilient Modulus (ERI), and Hamburg Wheel Tracking Tests (HWTT), along with novel quantitative analysis of visco-plastic and moisture resistance indices. Results demonstrated that 4.5% SBS with 6% nanoclay (4.5S6N) yielded optimal performance, achieving 38% increase in dry ITS, 68% improvement in wet ITS, and enhanced moisture resistance with Tensile strength Ratio (TSR) improving from 79.53% to 97.14%. The ERI value increased by 39%, while rutting resistance improved by 39.3%. At this optimal concentration, nanoclay’s uniform dispersion and layered silicate structure created an effective reinforcement network, enhancing stress distribution and interfacial bonding with the SBS polymer network and asphalt components. However, exceeding 6% nanoclay content led to performance deterioration due to particle agglomeration. These findings demonstrate that optimized SBS–nanoclay modification effectively addresses both mechanical and moisture-related performance requirements for modern pavement applications.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Polymer Nanocomposites and Properties

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Military College of Engineering (MCE), National University of Sciences & Technology (NUST), NUST Campus, Risalpur 24080, Pakistan

Department of Civil and Environmental Engineering, South Dakota State University, Brookings, SD 57006, USA

School of Civil Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand

Institute of Research and Development, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand

Funding

This work was financially supported by the Suranaree University of Technology

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