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Record W2370067487

Experimental Study on Slope's Superficial Dynamic Effect and Anchoring Prevention Mechanism Under Earthquake Disturbance

2010· article· en· W2370067487 on OpenAlex
Yang Qing-hua, Moe Key

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueJournal of Sichuan University · 2010
Typearticle
Languageen
FieldEnvironmental Science
TopicLandslides and related hazards
Canadian institutionsL'Alliance Boviteq
Fundersnot available
KeywordsGeotechnical engineeringGeologyTension (geology)AnchoringEarthquake shaking tableCompression (physics)Structural engineeringMaterials scienceEngineeringComposite material
DOInot available

Abstract

fetched live from OpenAlex

By means of a series of large-scale shaking model tests,the mechanism of side slope's superficial dynamic effect under earthquake disturbance and its anchoring prevention were experimentally studied to the typical pattern of small collapse-slide and shallow soil damage along Dujiangyan to Yingxiu section of national highway No.213 in Wenchuan earthquake region.Using a 2.1 m height single-side model slope built by sand blended with clay and excited by three typical earthquake waves of 0.253g and 0.471g accelerations separately,the different quantitative dynamic response characteristics between the superficial and deep position of slope body were analyzed comparatively.These response analysis included magnification factors of acceleration,dynamic strain value and predominant frequency corresponding with three height prototype single-side slopes of 2.1 m,10.7 m and 21.5 m.The result showed that the accelerate response of slope body's surface was approximately 1.4 times of the deep position averagely,and predominant frequency of vibration was increased around 45 percent accordingly.In particularly,it presented significant dynamic shear strain of superficial stratum and dynamic tension-compression strain between the superficial and deep position,which reached 6.5 × 10-3 and 2.2 × 10-3 respectively and averages about soil's failure limit strain.Due to the stress superposition of the stripping action conducted by tension-compression strain of incompatible response movement between superficial and deep position and the kneading action deduced by shear strain,slope's superficial failure or damage were occurred.Furthermore,with comparative shaking table model tests between anchored slope and natural slope,the mechanism of superficial failure prevention effect of anchoring structures was preliminary studied.It was found that,anchoring structures could remarkably reduce superficial accelerate response by about 15 to 35 percent and increase natural frequency by 39 percent compared with the original natural slope at slope top in experiments.Anchoring prevention mechanism included as follows:firstly,earthquake resonant interaction was reduced due to higher natural frequency of anchored slope;secondly,the incompatible movement was diminished by anchoring structures which joined the slope's superficial and deep position into a whole;thirdly,stripping action induced by stress wave reflection on slope's surface was counteracted by the anchoring force.These results can provide references for road reconstruction and hazards prevention after earthquake.

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.

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: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.727
Threshold uncertainty score0.298

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 head0.005
GPT teacher head0.217
Teacher spread0.212 · 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