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by IQAC KIITKIIT Deemed to be University — Internal Quality Assurance Cell

Publication2014

Computation of passive pressure coefficients: For a horizontal cohesionless backfill with surcharge using method of slices

The record

Type
Publication
Date
1 October 2014
Level
National
Journal
International Journal of Geotechnical Engineering
Volume
8
Issue
4
Pages
463-468
Published
1 October 2014
DOI
10.1179/1939787913y.0000000037
Scopus ID
84946158276
ISSN
19386362
Authors
3
Open access
No
Citations
6
International co-authorship
No
Co-author countries
IN

Classification

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UN Sustainable Development Goals

  1. 11.1 Ensure access for all to adequate, safe and affordable housing and basic services and upgrade slums

    TargetPrimaryHigh confidenceJudged

    Passive earth pressure coefficient computation for retaining walls addresses geotechnical engineering for safe infrastructure design and housing construction.

    High confidence
    The subject matter is a strong and direct inference from the record type, the funding or organising body, or the programme context, even where the title alone is thin. Example: an ICMR-funded project against SDG 3, on the strength of the agency.
    Judged
    Judged against the published classification rubric, under the rubric and prompt versions recorded with the run that produced it.
    Produced by
    claude-haiku-4-5-20251001, under kortex-publication-v1

Viksit Bharat @2047

  1. vb-2.4 Infrastructure and connectivity

    Sub-themePrimaryHigh confidenceJudged

    Infrastructure engineering research supports sustainable cities.

    Produced by
    claude-haiku-4-5-20251001, under kortex-publication-v1

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KIIT Deemed to be University. “Computation of passive pressure coefficients: For a horizontal cohesionless backfill with surcharge using method of slices”. Kortex.

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