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Record W2335042973 · doi:10.1061/40663(2003)93

Use of Grouting to Reduce Deformations of an Existing Tunnel Underpassed by Another Tunnel

2003· article· en· W2335042973 on OpenAlexaff
Sherif A. Mazek, KT Law, David T. Lau

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicGrouting, Rheology, and Soil Mechanics
Canadian institutionsCarleton University
Fundersnot available
KeywordsGeotechnical engineeringStiffnessEngineeringCivil engineeringFinite element methodParametric statisticsDeformation (meteorology)Structural engineeringGeology

Abstract

fetched live from OpenAlex

The Greater Cairo metre and El-Azhar road tunnels, the major project of underground structures in Cairo city, Egypt, have been constructed. During the construction of the Greater Metro Line 2 (Shubra El-kheima- Mubarak) and El-Azhar road tunnels, which are installed by the tunneling boring machine (TBM), Geotechnical challenges are expected to occur related to soil stability around the tunnels. One of these problems arises when parts of the metro and the road tunnels cross under an existing sewage tunnel during the construction. To control the potential problem, the National Authority for Tunnels (NAT) has applied grouting to the soil around the sewage, the metro and the road tunnels. In the present study, one of these problems is highlighted and a model is proposed to provide a prediction of the soil structure interaction using a 3-D model of the multi-crossing tunnel incorporating the effect of grouting. The cement-bentonite grouting is considered in this study. The objective of this study is to evaluate the usefulness of permeation grouting in reducing deformation around the sewage tunnel when the metro and the road tunnels pass underneath it at different crossing zones. To assess and understand effect of changing the soil stiffness by grouting on the behavior of the two tunnels, a parametric study has been performed. The study is conducted using a finite element method that models the three-dimensional behavior under both the effects of the tunnel crossings and effects of the grouting. A nonlinear stress-strain constitutive model is adopted to represent the soil surrounding the tunnel and a linear constitutive model is employed to represent the sewage tunnel liner. The effects are expressed in terms of the settlement and radial deformation of the sewage tunnel as the metro or the road tunnels pass underneath it for the cases with and without grouting. The 3-D model of predicting the behavior of the tunnel system under multi-crossing tunnels and grouting effect is described and the predictions are compared with the field measurements. The comparison reveals a good agreement between the computed and observed values.

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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.407
Threshold uncertainty score0.568

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 head0.056
GPT teacher head0.254
Teacher spread0.198 · 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 designBench or experimental
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

Citations5
Published2003
Admission routes1
Has abstractyes

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