Investigation of distress of a reinforced earth wall in Hong Kong

Author:

Lo Dominic O K1,Cunningham Jane2,Burland John B3ORCID

Affiliation:

1. Geotechnical Engineering Office, Civil Engineering and Development Department, Government of the Hong Kong Special Administrative Region, Hong Kong

2. Fugro (Hong Kong) Limited, Hong Kong

3. Imperial College London, London, UK

Abstract

During an intense rainstorm on 22 May 2013, severe distress occurred at a reinforced earth wall in Hong Kong. The wall was under construction and nearing completion at the time of the incident. The distress involved the dislodgement of 78 facing panels, a total soil loss of about 1300 m3 and a disturbed groundmass of some 5500 m3. The distress occurred at three localised areas along the wall, with the formation of a sinkhole within the backfilled soil mass, referred to as the backyard of the wall. The incident resulted in significant soil deposition within the surface drainage system, flooding and debris overspill onto the road carriageway below, and it caused havoc to the local community. Subsequent to the incident, a detailed investigation was conducted to establish the probable causes and mechanism of the incident. This paper highlights some salient points of the investigation, the key findings and the lessons learnt from the incident.

Publisher

Thomas Telford Ltd.

Subject

Safety, Risk, Reliability and Quality

Reference2 articles.

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Effect of groundwater and associated drainage on a roadside stabilisation method integrating a gabion-faced geogrid-reinforced retaining wall and embedded laterally loaded piles;Arabian Journal of Geosciences;2022-12

2. Forensic Analysis of a Distressed RE Wall and Rigid Pavement in a Newly Constructed Highway Approach;International Journal of Geosynthetics and Ground Engineering;2022-06

3. Editorial;Proceedings of the Institution of Civil Engineers - Forensic Engineering;2018-08

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