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Record W4399712417 · doi:10.3208/jgssp.v10.os-33-02

Lessons from the 2016 Kaikōura earthquake for design of cut and fill slopes in New Zealand

2024· article· en· W4399712417 on OpenAlexaff
Doug Mason, P Brabhaharan

Bibliographic record

VenueJapanese Geotechnical Society Special Publication · 2024
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsWSP (Canada)
Fundersnot available
KeywordsGeotechnical engineeringGeologyForensic engineeringEngineering

Abstract

fetched live from OpenAlex

The 2016 M 7.8 Kaikōura earthquake in New Zealand caused severe damage to transport infrastructure across the northeastern South Island from coseismic landslides, debris flows, rock falls, failure of retaining walls, and slumping of embankments. Over 200 km of the road and rail networks were affected, with coseismic landslides blocking the coastal rail and road corridors through Kaikōura for 10 months and 13 months, respectively, causing severe disruption to a nationally important transport route. Compilation of a detailed inventory of over 2,300 slope failures along the transport corridors and back-analysis of selected failed slopes highlights the importance of slope geometry and geological controls on the characteristic failure mechanisms and the consequent impacts on infrastructure. The principal landslide types that caused the most disruption to the transport infrastructure were shallow-seated disaggregated rock avalanches in highly fractured Mesozoic greywacke bedrock and deep-seated structurally controlled slides in greywacke and Tertiary sedimentary rocks. These landslides produced the longest outage time for earthmoving to clear debris and then implementation of engineered risk mitigation measures. Extensive damage to earth fill embankments was also caused by the strong ground shaking, which resulted in difficult access for the initial emergency response and often required lengthy outage for repair of the failed sections. Progressive thickening of the fills for road realignment without geotechnical engineering design, a lack of geogrid reinforcement or subsoil drainage measures, and inclusion of unsuitable soils within the fill materials were all contributing factors to the poor performance of these slopes. The damage caused by cut and fill slope failures in the Kaikōura earthquake highlights the need to understand the key mechanisms driving slope failure, assess the response of slopes to strong ground shaking and the consider the consequences of failure and use a resilience-based framework for slope design, which are lacking from commonly-used design approaches. The findings from this research have been used to develop recommendations for resilient design of slopes and proactive management of landslide hazards along infrastructure corridors.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.862
Threshold uncertainty score0.474

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.018
GPT teacher head0.237
Teacher spread0.220 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations0
Published2024
Admission routes1
Has abstractyes

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