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100%: Jean Nicolas François-Xavier Gautray: Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay (ISBN: 9783728137982) Vdf Hochschulverlag, in Englisch, Taschenbuch.Nur diese Ausgabe anzeigen…
72%: Jean Nicolas François-Xavier Gautray: Influence of smear and compaction zones on the performance of stone columns in lacustrine clay: - (Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich) (ISBN: 9783728137975) 2019, vdf Hochschulverlag, Erstausgabe, in Deutsch, Taschenbuch.Nur diese Ausgabe anzeigen…
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay
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Bester Preis: € 73,99 (vom 02.05.2019)1
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay - -
~EN NW EB DLISBN: 9783728137982 bzw. 3728137987, vermutlich in Englisch, Vdf Hochschulverlag, neu, E-Book, elektronischer Download.
Lieferung aus: Deutschland, Versandkostenfrei.
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay: Construction on soft soils is always accompanied by the risk of significant, time-dependent settlement and bearing capacity failure. As technical knowledge has advanced, optimised ground improvement has offered significant economic advantages in reducing net settlement and resisting failure by installation of more flexible and cost-effective stone columns or sand compaction piles in the ground, rather than more rigid inclusions such as steel or concrete piles. The stiffness and strength of the subsoil around the columns is greater, and the consolidation time is reduced through shorter (radial) drainage paths.More sophisticated, time-dependent analysis of the settlement response and assessment of the bearing capacity of the improved ground under vertical loading from stiff footings is essential. Prediction of post-construction settlements must be made to guarantee the serviceability limit state of the footing in the long-term. This research has investigated the system response in terms of load transfer from the footing into the stone columns, combined with consideration of the micromechanical effects in the smear and compaction zones around the columnar inclusion, as well as the resistance to failure of the stone column itself through shear, bending, barrelling, punching or spreading.Both axisymmetric (single column) and innovative three-dimensional finite element analysis (five stone column group) were carried out, including a wished-in-place approach with reduced stiffness in the smear zone. The load-settlement behaviour of composite foundations using stone columns in soft clays was well predicted. This has revealed some interesting interactions and added further insight into the mechanisms derived from the physical modelling and experimental techniques. For example, it became clear that the stress concentration reduced so much with depth that the stone column dimensions could be optimized in terms of reduced diameter and/or length for this particular case of load bearing capacity. Englisch, Ebook.
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay: Construction on soft soils is always accompanied by the risk of significant, time-dependent settlement and bearing capacity failure. As technical knowledge has advanced, optimised ground improvement has offered significant economic advantages in reducing net settlement and resisting failure by installation of more flexible and cost-effective stone columns or sand compaction piles in the ground, rather than more rigid inclusions such as steel or concrete piles. The stiffness and strength of the subsoil around the columns is greater, and the consolidation time is reduced through shorter (radial) drainage paths.More sophisticated, time-dependent analysis of the settlement response and assessment of the bearing capacity of the improved ground under vertical loading from stiff footings is essential. Prediction of post-construction settlements must be made to guarantee the serviceability limit state of the footing in the long-term. This research has investigated the system response in terms of load transfer from the footing into the stone columns, combined with consideration of the micromechanical effects in the smear and compaction zones around the columnar inclusion, as well as the resistance to failure of the stone column itself through shear, bending, barrelling, punching or spreading.Both axisymmetric (single column) and innovative three-dimensional finite element analysis (five stone column group) were carried out, including a wished-in-place approach with reduced stiffness in the smear zone. The load-settlement behaviour of composite foundations using stone columns in soft clays was well predicted. This has revealed some interesting interactions and added further insight into the mechanisms derived from the physical modelling and experimental techniques. For example, it became clear that the stress concentration reduced so much with depth that the stone column dimensions could be optimized in terms of reduced diameter and/or length for this particular case of load bearing capacity. Englisch, Ebook.
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Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay
~EN NW EB DLISBN: 9783728137982 bzw. 3728137987, vermutlich in Englisch, neu, E-Book, elektronischer Download.
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay ab 73.99 EURO -.
3
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay
~EN PB NWISBN: 9783728137982 bzw. 3728137987, vermutlich in Englisch, vdf Hochschulverlag, Taschenbuch, neu.
Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay ab 73.99 € als pdf eBook: -. Aus dem Bereich: eBooks, Belletristik, Erzählungen,.
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Influence of smear and compaction zones on the performance of stone columns in lacustrine clay: - (Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich) (2019)
DE PB NW FEISBN: 9783728137975 bzw. 3728137979, in Deutsch, 408 Seiten, vdf Hochschulverlag, Taschenbuch, neu, Erstausgabe.
Lieferung aus: Deutschland, Gewöhnlich versandfertig in 1 bis 3 Monaten. Versandkostenfrei.
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Influence of smear and compaction zones on the performance of stone columns in lacustrine clay: - (Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich) (2019)
DE PB US FEISBN: 9783728137975 bzw. 3728137979, in Deutsch, 408 Seiten, vdf Hochschulverlag, Taschenbuch, gebraucht, Erstausgabe.
Lieferung aus: Deutschland, Versandfertig in 1 - 2 Werktagen, Versandkostenfrei. Tatsächliche Versandkosten können abweichen.
Von Händler/Antiquariat, ausverkauf.
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
Von Händler/Antiquariat, ausverkauf.
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| Influence of Smear and Compaction Zones on the Performance of Stone Columns in Lacustrine Clay | vdf Hochschulverlag | 2019
DE NWISBN: 9783728137975 bzw. 3728137979, in Deutsch, vdf Hochschulverlag, neu.
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
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