Abstract

This study presents a rigorous approach for the extraction of the modulus of soil and unbound aggregate base materials for quality management using intelligent compaction (IC) technology. The proposed approach makes use of machine-learning methods in tandem with IC technology and modulus-based spot testing as a local calibration process to estimate the mechanical properties of compacted geomaterials. A calibrated three-dimensional finite element (FE) model that simulates the proof-mapping process of compacted geomaterials was used to develop a comprehensive database of responses of a wide range of single and two-layered geosystems. The database was then used to develop different inverse solvers using artificial neural networks for the estimation of the modulus from the characteristics of the roller and information about the geomaterials. Several instrumented test sites were used for the evaluation and validation of the inverse solvers. The proposed approach was found promising for the extraction of the modulus of compacted geomaterials using IC. The accuracy of the inverse solvers is enhanced if a local calibration process is incorporated as part of a quality management program that includes the use of in situ measurements using modulus-based test devices and laboratory resilient modulus testing. Moreover, compaction uniformity plays a key role in the retrieval of the modulus of geomaterials with certainty. The proposed approach fuses artificial intelligence with mechanistic solutions to position IC as a technology that is well suited for the quality management of compacted materials.

Highlights

  • Mazari et al [33] showed that the nonlinear parameters k0 2 and k0 3 can be deployed in a numerical simulation to appropriately quantify the load-induced stress hardening and strain-softening behaviors of the geomaterials, parameter k0 1 must be adjusted to accommodate the differences between the laboratory and field conditions

  • The models evaluated in this study provide a compromise between a reasonable effort of conducting additional modulus-based nondestructive testing to provide an estimation of the moduli that is satisfactorily accurate

  • This study presented a methodology for the quality management of compacted earthwork by making use of intelligent compaction technology in conjunction with artificial intelligence

Read more

Summary

Introduction

Different research efforts have been undertaken to develop and implement modulusbased quality management procedures to ensure that compacted pavement materials meet the material properties used in mechanistic pavement design practices [1,2,3,4,5,6,7]. These procedures involve the use of in situ modulus/deflection-based nondestructive testing (NDT) devices that estimate the stiffness properties of compacted geomaterials. These efforts have led to new quality management protocols that are implemented by a few state highway agencies

Objectives
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call