Response of piled buildings to the construction of deep excavations /:
Deep excavations in densely populated urban areas around the world pose specific challenges due to the increasingly complex conditions in which they are undertaken. The construction of underground car parks, cellar storage areas and major infrastructure in deep excavations helps to preserve the qual...
Gespeichert in:
1. Verfasser: | |
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Körperschaft: | |
Format: | Abschlussarbeit Elektronisch E-Book |
Sprache: | English |
Veröffentlicht: |
Amsterdam :
IOS Press,
2013.
|
Schriftenreihe: | Deltares select series ;
vol. 13. |
Schlagworte: | |
Online-Zugang: | Volltext |
Zusammenfassung: | Deep excavations in densely populated urban areas around the world pose specific challenges due to the increasingly complex conditions in which they are undertaken. The construction of underground car parks, cellar storage areas and major infrastructure in deep excavations helps to preserve the quality of space above ground. Despite the considerable effort that goes into their design and construction, such projects often encounter problems, such as damage to existing structures, delays and cost overruns. This book presents the results of an extensive research project conducted at the Universit. |
Beschreibung: | 1 online resource (xiv, 280 pages) : illustrations |
Bibliographie: | Includes bibliographical references. |
ISBN: | 9781614992745 1614992746 |
Internformat
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245 | 1 | 0 | |a Response of piled buildings to the construction of deep excavations / |c Mandy Korff. |
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520 | |a Deep excavations in densely populated urban areas around the world pose specific challenges due to the increasingly complex conditions in which they are undertaken. The construction of underground car parks, cellar storage areas and major infrastructure in deep excavations helps to preserve the quality of space above ground. Despite the considerable effort that goes into their design and construction, such projects often encounter problems, such as damage to existing structures, delays and cost overruns. This book presents the results of an extensive research project conducted at the Universit. | ||
505 | 0 | |a Title Page; Contents; Chapter 1. Introduction; Underground construction in densely populated areas; Failure costs in underground construction; Deep excavations in soft soil conditions; Scope and objective of this research; Research questions; Project cooperation; Outline thesis; Chapter 2. Literature Review; Introduction; Deep excavations; Empirical methods, all construction activities combined; Empirical methods, effect of excavation and installation; Semi-empirical methods, shape of settlement trough due to excavation; Predicting displacements due to installation of diaphragm walls. | |
505 | 8 | |a Building behaviourCauses of damage in buildings; Classification of damage; Criteria for damage to buildings; Limiting tensile strain method; Interaction soil -- building for shallow foundations; Introduction; The effect of building stiffness; The effect of building weight; The effect of the interface between building and soil; The response of pile foundations near deep excavations; Pile behavior; Response of piles to tunneling; Response of piles to deep excavations; Summary of literature; Green field displacements; Building deformations and damage; Soil-structure interaction. | |
505 | 8 | |a Chapter 3. Previous Case HistoriesIntroduction; Chater Station, Hong Kong (Davies and Henkel, 1982); Situation; Effects of the construction; Final deformations and damage; Conclusion from Chater station case history; KPE Singapore (Lee et al., 2007); Introduction; Damage prediction and results; Conclusion from Lee et al. (2007) case history; Excavation next to Xavier Warde School, Chicago (Finno et al., 2002); Situation and construction works; Deformations and building damage; Conclusion from Xavier Warde School case history; Willemspoortunnel -- White House Rotterdam. | |
505 | 8 | |a Introduction and soil conditionsDetails of the White House building; Construction characteristics for Willemspoortunnel; Response of the 'White House'; Conclusions; Conclusions from previous case histories; Chapter 4. Field Data North South Line; Introduction; Soils characteristics; Geology and geohydrology; Soil profile; Soil parameters; Subsidence in Amsterdam; Building characteristics; Buildings in Amsterdam; Typical timber foundations; Foundation quality assessment method Amsterdam; Pile capacity and load-settlement behavior; Rokin Station; History; Station overview; Cross sections. | |
505 | 8 | |a Diaphragm wall and excavation supportsBuildings around Rokin Station; Construction activities and timelines; Vijzelgracht Station; Station overview; Cross section 12197; Cross section 12270; Diaphragm wall and excavation supports; Buildings around Vijzelgracht Station; Construction activities and timelines; Incidents; Ceintuurbaan Station; Station overview; Cross section 13044; Cross section 13110; Diaphragm wall and excavation supports; Building characteristics around Ceintuurbaan Station; Construction activities and timelines; Monitoring System; Introduction monitoring system. | |
650 | 0 | |a Piling (Civil engineering) |0 http://id.loc.gov/authorities/subjects/sh85102137 | |
650 | 0 | |a Excavation. |0 http://id.loc.gov/authorities/subjects/sh85046104 | |
650 | 6 | |a Excavation. | |
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DE-BY-FWS_katkey | ZDB-4-EBA-ocn859342628 |
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adam_text | |
any_adam_object | |
author | Korff, M. (Mandy) |
author_corporate | IOS Press |
author_corporate_role | |
author_facet | Korff, M. (Mandy) IOS Press |
author_role | aut |
author_sort | Korff, M. |
author_variant | m k mk |
building | Verbundindex |
bvnumber | localFWS |
callnumber-first | T - Technology |
callnumber-label | TA780 |
callnumber-raw | TA780 |
callnumber-search | TA780 |
callnumber-sort | TA 3780 |
callnumber-subject | TA - General and Civil Engineering |
collection | ZDB-4-EBA |
contents | Title Page; Contents; Chapter 1. Introduction; Underground construction in densely populated areas; Failure costs in underground construction; Deep excavations in soft soil conditions; Scope and objective of this research; Research questions; Project cooperation; Outline thesis; Chapter 2. Literature Review; Introduction; Deep excavations; Empirical methods, all construction activities combined; Empirical methods, effect of excavation and installation; Semi-empirical methods, shape of settlement trough due to excavation; Predicting displacements due to installation of diaphragm walls. Building behaviourCauses of damage in buildings; Classification of damage; Criteria for damage to buildings; Limiting tensile strain method; Interaction soil -- building for shallow foundations; Introduction; The effect of building stiffness; The effect of building weight; The effect of the interface between building and soil; The response of pile foundations near deep excavations; Pile behavior; Response of piles to tunneling; Response of piles to deep excavations; Summary of literature; Green field displacements; Building deformations and damage; Soil-structure interaction. Chapter 3. Previous Case HistoriesIntroduction; Chater Station, Hong Kong (Davies and Henkel, 1982); Situation; Effects of the construction; Final deformations and damage; Conclusion from Chater station case history; KPE Singapore (Lee et al., 2007); Introduction; Damage prediction and results; Conclusion from Lee et al. (2007) case history; Excavation next to Xavier Warde School, Chicago (Finno et al., 2002); Situation and construction works; Deformations and building damage; Conclusion from Xavier Warde School case history; Willemspoortunnel -- White House Rotterdam. Introduction and soil conditionsDetails of the White House building; Construction characteristics for Willemspoortunnel; Response of the 'White House'; Conclusions; Conclusions from previous case histories; Chapter 4. Field Data North South Line; Introduction; Soils characteristics; Geology and geohydrology; Soil profile; Soil parameters; Subsidence in Amsterdam; Building characteristics; Buildings in Amsterdam; Typical timber foundations; Foundation quality assessment method Amsterdam; Pile capacity and load-settlement behavior; Rokin Station; History; Station overview; Cross sections. Diaphragm wall and excavation supportsBuildings around Rokin Station; Construction activities and timelines; Vijzelgracht Station; Station overview; Cross section 12197; Cross section 12270; Diaphragm wall and excavation supports; Buildings around Vijzelgracht Station; Construction activities and timelines; Incidents; Ceintuurbaan Station; Station overview; Cross section 13044; Cross section 13110; Diaphragm wall and excavation supports; Building characteristics around Ceintuurbaan Station; Construction activities and timelines; Monitoring System; Introduction monitoring system. |
ctrlnum | (OCoLC)859342628 |
dewey-full | 624.1/54 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 624 - Civil engineering |
dewey-raw | 624.1/54 |
dewey-search | 624.1/54 |
dewey-sort | 3624.1 254 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Bauingenieurwesen |
format | Thesis Electronic eBook |
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record_format | marc |
series | Deltares select series ; |
spelling | Korff, M. (Mandy), author. Response of piled buildings to the construction of deep excavations / Mandy Korff. Amsterdam : IOS Press, 2013. 1 online resource (xiv, 280 pages) : illustrations text txt rdacontent computer c rdamedia online resource cr rdacarrier Ph. D. University of Cambridge 2012 Includes bibliographical references. Print version record. Deep excavations in densely populated urban areas around the world pose specific challenges due to the increasingly complex conditions in which they are undertaken. The construction of underground car parks, cellar storage areas and major infrastructure in deep excavations helps to preserve the quality of space above ground. Despite the considerable effort that goes into their design and construction, such projects often encounter problems, such as damage to existing structures, delays and cost overruns. This book presents the results of an extensive research project conducted at the Universit. Title Page; Contents; Chapter 1. Introduction; Underground construction in densely populated areas; Failure costs in underground construction; Deep excavations in soft soil conditions; Scope and objective of this research; Research questions; Project cooperation; Outline thesis; Chapter 2. Literature Review; Introduction; Deep excavations; Empirical methods, all construction activities combined; Empirical methods, effect of excavation and installation; Semi-empirical methods, shape of settlement trough due to excavation; Predicting displacements due to installation of diaphragm walls. Building behaviourCauses of damage in buildings; Classification of damage; Criteria for damage to buildings; Limiting tensile strain method; Interaction soil -- building for shallow foundations; Introduction; The effect of building stiffness; The effect of building weight; The effect of the interface between building and soil; The response of pile foundations near deep excavations; Pile behavior; Response of piles to tunneling; Response of piles to deep excavations; Summary of literature; Green field displacements; Building deformations and damage; Soil-structure interaction. Chapter 3. Previous Case HistoriesIntroduction; Chater Station, Hong Kong (Davies and Henkel, 1982); Situation; Effects of the construction; Final deformations and damage; Conclusion from Chater station case history; KPE Singapore (Lee et al., 2007); Introduction; Damage prediction and results; Conclusion from Lee et al. (2007) case history; Excavation next to Xavier Warde School, Chicago (Finno et al., 2002); Situation and construction works; Deformations and building damage; Conclusion from Xavier Warde School case history; Willemspoortunnel -- White House Rotterdam. Introduction and soil conditionsDetails of the White House building; Construction characteristics for Willemspoortunnel; Response of the 'White House'; Conclusions; Conclusions from previous case histories; Chapter 4. Field Data North South Line; Introduction; Soils characteristics; Geology and geohydrology; Soil profile; Soil parameters; Subsidence in Amsterdam; Building characteristics; Buildings in Amsterdam; Typical timber foundations; Foundation quality assessment method Amsterdam; Pile capacity and load-settlement behavior; Rokin Station; History; Station overview; Cross sections. Diaphragm wall and excavation supportsBuildings around Rokin Station; Construction activities and timelines; Vijzelgracht Station; Station overview; Cross section 12197; Cross section 12270; Diaphragm wall and excavation supports; Buildings around Vijzelgracht Station; Construction activities and timelines; Incidents; Ceintuurbaan Station; Station overview; Cross section 13044; Cross section 13110; Diaphragm wall and excavation supports; Building characteristics around Ceintuurbaan Station; Construction activities and timelines; Monitoring System; Introduction monitoring system. Piling (Civil engineering) http://id.loc.gov/authorities/subjects/sh85102137 Excavation. http://id.loc.gov/authorities/subjects/sh85046104 Excavation. excavation (process) aat TECHNOLOGY & ENGINEERING Civil General. bisacsh Excavation fast Piling (Civil engineering) fast Academic Dissertation https://id.nlm.nih.gov/mesh/D019478 dissertations. aat Academic theses fast Academic theses. lcgft http://id.loc.gov/authorities/genreForms/gf2014026039 Thèses et écrits académiques. rvmgf IOS Press. http://id.loc.gov/authorities/names/no2015091156 Print version: Korff, M. (Mandy). Response of piled buildings to the construction of deep excavations. Amsterdam : IOS Press, cop. 2013 9781614992738 (OCoLC)853444829 Deltares select series ; vol. 13. 1877-5608 http://id.loc.gov/authorities/names/no2009149733 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=638729 Volltext |
spellingShingle | Korff, M. (Mandy) Response of piled buildings to the construction of deep excavations / Deltares select series ; Title Page; Contents; Chapter 1. Introduction; Underground construction in densely populated areas; Failure costs in underground construction; Deep excavations in soft soil conditions; Scope and objective of this research; Research questions; Project cooperation; Outline thesis; Chapter 2. Literature Review; Introduction; Deep excavations; Empirical methods, all construction activities combined; Empirical methods, effect of excavation and installation; Semi-empirical methods, shape of settlement trough due to excavation; Predicting displacements due to installation of diaphragm walls. Building behaviourCauses of damage in buildings; Classification of damage; Criteria for damage to buildings; Limiting tensile strain method; Interaction soil -- building for shallow foundations; Introduction; The effect of building stiffness; The effect of building weight; The effect of the interface between building and soil; The response of pile foundations near deep excavations; Pile behavior; Response of piles to tunneling; Response of piles to deep excavations; Summary of literature; Green field displacements; Building deformations and damage; Soil-structure interaction. Chapter 3. Previous Case HistoriesIntroduction; Chater Station, Hong Kong (Davies and Henkel, 1982); Situation; Effects of the construction; Final deformations and damage; Conclusion from Chater station case history; KPE Singapore (Lee et al., 2007); Introduction; Damage prediction and results; Conclusion from Lee et al. (2007) case history; Excavation next to Xavier Warde School, Chicago (Finno et al., 2002); Situation and construction works; Deformations and building damage; Conclusion from Xavier Warde School case history; Willemspoortunnel -- White House Rotterdam. Introduction and soil conditionsDetails of the White House building; Construction characteristics for Willemspoortunnel; Response of the 'White House'; Conclusions; Conclusions from previous case histories; Chapter 4. Field Data North South Line; Introduction; Soils characteristics; Geology and geohydrology; Soil profile; Soil parameters; Subsidence in Amsterdam; Building characteristics; Buildings in Amsterdam; Typical timber foundations; Foundation quality assessment method Amsterdam; Pile capacity and load-settlement behavior; Rokin Station; History; Station overview; Cross sections. Diaphragm wall and excavation supportsBuildings around Rokin Station; Construction activities and timelines; Vijzelgracht Station; Station overview; Cross section 12197; Cross section 12270; Diaphragm wall and excavation supports; Buildings around Vijzelgracht Station; Construction activities and timelines; Incidents; Ceintuurbaan Station; Station overview; Cross section 13044; Cross section 13110; Diaphragm wall and excavation supports; Building characteristics around Ceintuurbaan Station; Construction activities and timelines; Monitoring System; Introduction monitoring system. Piling (Civil engineering) http://id.loc.gov/authorities/subjects/sh85102137 Excavation. http://id.loc.gov/authorities/subjects/sh85046104 Excavation. excavation (process) aat TECHNOLOGY & ENGINEERING Civil General. bisacsh Excavation fast Piling (Civil engineering) fast |
subject_GND | http://id.loc.gov/authorities/subjects/sh85102137 http://id.loc.gov/authorities/subjects/sh85046104 https://id.nlm.nih.gov/mesh/D019478 http://id.loc.gov/authorities/genreForms/gf2014026039 |
title | Response of piled buildings to the construction of deep excavations / |
title_auth | Response of piled buildings to the construction of deep excavations / |
title_exact_search | Response of piled buildings to the construction of deep excavations / |
title_full | Response of piled buildings to the construction of deep excavations / Mandy Korff. |
title_fullStr | Response of piled buildings to the construction of deep excavations / Mandy Korff. |
title_full_unstemmed | Response of piled buildings to the construction of deep excavations / Mandy Korff. |
title_short | Response of piled buildings to the construction of deep excavations / |
title_sort | response of piled buildings to the construction of deep excavations |
topic | Piling (Civil engineering) http://id.loc.gov/authorities/subjects/sh85102137 Excavation. http://id.loc.gov/authorities/subjects/sh85046104 Excavation. excavation (process) aat TECHNOLOGY & ENGINEERING Civil General. bisacsh Excavation fast Piling (Civil engineering) fast |
topic_facet | Piling (Civil engineering) Excavation. excavation (process) TECHNOLOGY & ENGINEERING Civil General. Excavation Academic Dissertation dissertations. Academic theses Academic theses. Thèses et écrits académiques. |
url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=638729 |
work_keys_str_mv | AT korffm responseofpiledbuildingstotheconstructionofdeepexcavations AT iospress responseofpiledbuildingstotheconstructionofdeepexcavations |