Abstract

Mechanically Stabilized Earth (MSE) walls retain soil on steep, unstable slopes with crest loads. Over the last decade, they are becoming quite popular due to their high cost-to-benefit ratio, design flexibility, and ease of construction. Like any civil infrastructure, MSE walls need to be continuously monitored according to transportation asset management criteria during and after the construction stage to ensure that their expected serviceability measures are met and to detect design and/or construction issues, which could lead to structural failure. Current approaches for monitoring MSE walls are mostly qualitative (e.g., visual inspection or examination). Besides being time consuming, visual inspection might have inconsistencies due to human subjectivity. This research focuses on a comprehensive strategy using a mobile LiDAR mapping System (MLS) for the acquisition and processing of point clouds covering the MSE wall. The processing strategy delivers a set of global and local performance measure for MSE walls. Moreover, it is also capable of handling MSE walls with smooth or textured panels with the latter being the focus of this research due to its more challenging nature. For this study, an ultra-high-accuracy wheel-based MLS has been developed to efficiently acquire reliable data conducive to the development of the serviceability measures. To illustrate the feasibility of the proposed acquisition/processing strategy, two case studies in this research have been conducted with the first one focusing on the comparative performance of static and mobile LiDAR in terms of the agreement of the derived serviceability measures. The second case study aims at illustrating the feasibility of the proposed strategy in handling large textured MSE walls. Results from both case studies confirm the potential of using MLS for efficient, economic, and reliable monitoring of MSE walls.

Highlights

  • Stabilized Earth (MSE) walls have been widely used to stabilize steep, unstable slopes that are subjected to crest loads [1]

  • The case study at Site-2 further highlights the capability of the MLS by applying the proposed strategy for inspecting a large textured Mechanically Stabilized Earth (MSE) wall

  • The estimated transformation parameters relating the derived point clouds from the two MLS scanners in a given drive run can be used to evaluate the quality of the system calibration procedure

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Summary

Introduction

Stabilized Earth (MSE) walls have been widely used to stabilize steep, unstable slopes that are subjected to crest loads [1]. Low-cost construction and ease of installation have made. MSE walls with precast concrete panels a common infrastructure along transportation corridors within the United States as well as other countries. In the state of Indiana, USA, there are roughly. 1200 to 1500 MSE walls excluding those on Local Public Agency (LPA) routes [2]. An MSE wall is comprised of several components including a façade of precast concrete panels supporting many compacted backfill layers strengthened with geosynthetic or metallic reinforcement [3].

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