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Innovative Infrastructure Solutions
Erschienen in: Innovative Infrastructure Solutions 1/2018

01.12.2018 | Practice-oriented Paper

Site characterization for deep excavation and evaluation of stiffness properties of backfilled soil from field instrumentation

verfasst von: G. Padmanabhan, G. Sasikala, A. Ravisankar

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2018

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Abstract

This paper highlights the importance of site characterization for predicting deep excavation behaviour and usefulness of field instrumentation in evaluating stiffness properties of backfilled soil through analysing a deep excavation carried out at a nuclear facility site located along East Cost of India. The field-monitored data along with finite element software were employed to predict the behaviour of soil during deep excavation. A series of back-calculations were performed in finite element software by varying stiffness properties, using different soil models, and displacements obtained were compared with those obtained from filed. This coupled analysis provided an insight into in situ stiffness properties of backfilled soil, which can be used for analysing and optimizing future excavations in backfilled soil as part of infrastructure development and expansion of facilities.
Vorheriger Artikel Seismic assessment of storey isolation on tall buildings
Nächster Artikel Reliability analysis of deep excavations by RS and MCS methods: case study

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Metadaten
Titel
Site characterization for deep excavation and evaluation of stiffness properties of backfilled soil from field instrumentation
verfasst von
G. Padmanabhan
G. Sasikala
A. Ravisankar
Publikationsdatum
01.12.2018
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2018
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-018-0165-0

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