Abstract

The construction of sponge city is a major green innovation to implement the concept of sustainable development. In this study, the road performance of permeable asphalt concrete (PAC), which displays pronounced water permeability and noise reduction that are favorable for sponge cities, has been improved with a two-fold modification using styrene–butadiene–styrene (SBS) and crumb rubber (CR). Four percent SBS and three different ratios (10%, 15%, and 20%) of CR have been used to modify the virgin asphalt binder. The Marshall design has been followed to produce PAC samples. To evaluate the asphalt binder performance, multiple-stress creep-recovery (MSCR) test, linear amplitude sweep (LAS) test, and engineering property test programs including softening point test, penetration test, and rotational viscosity test have been conducted. Freeze–thaw splitting test, Hamburg wheel-tracking test, resilient modulus test, and permeability coefficient test have been performed to evaluate the asphalt mixture performance. The test results show that the addition of SBS and CR reduces the permeability coefficient, but significantly improves the high temperature performance, fatigue performance, and rutting resistance as well as the resilient modulus. However, the optimum rubber content should not exceed 15%. Meanwhile, after adding CR and SBS modifier, the indirect tensile strength (ITS) and tensile strength ratio (TSR) increase. It indicates that the moisture stability and crack resistance have been improved by the composite modification effect.

Highlights

  • A “sponge city” refers to cities with good resilience in adapting to environmental changes and responding to natural disasters

  • An even greater content of crumb rubber (CR) can contribute to the extended fatigue life; it is lower than the asphalt binder with SBS only

  • With the addition of 4% SBS modifier, the permeable asphalt concrete (PAC)’s resilient modulus reached 1580 MPa, 56.4% higher compared to the PAC with virgin asphalt binder, but 10% lower regarding the PAC with 4% SBS modifier and 10% CR

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Summary

Introduction

A “sponge city” refers to cities with good resilience (like a sponge) in adapting to environmental changes and responding to natural disasters. The infrastructure should actively introduce the low-impact development (LID) model that respects and follows nature for the construction of a sponge city This means to make full use of permeable areas such as green spaces, roads, and water systems, etc., to absorb, retain and slowly release rainwater, reduce campus rainwater runoff volume and peak flow, slow down rainwater runoff speed, extend the duration of rainwater runoff generation, replenish groundwater, and purify rainwater pollutants [2]. Inspired by the abovementioned studies and those conducted by other researchers [30,31], which have investigated the superior cracking of rubberized asphalt binder, the authors have developed a new type of PAC which uses SBS and CR to modify the virgin asphalt binder

Research Objective and Scope
The Modified Asphalt Binder
MSCR Test
Freeze–Thaw Splitting Test
Results
Results of the Freeze–Thaw Splitting Test
Results of the Resilient Modulus Test
Full Text
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