Mitigation of the impact of Landslides in built-up areas

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU138215" target="_blank" >RIV/00216305:26110/19:PU138215 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1007/978-3-030-61118-7_40" target="_blank" >http://dx.doi.org/10.1007/978-3-030-61118-7_40</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-030-61118-7_40" target="_blank" >10.1007/978-3-030-61118-7_40</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Mitigation of the impact of Landslides in built-up areas

Popis výsledku v původním jazyce

Paper brings a review of creep slope movement phenomena, its damage to structures, and the applied stabilization techniques in urban locations. The holistic approach to such locations based on proper ground investigation and design of preventive and remedial measures is presented on three case stud-ies in Brno, Czech Republic. The need to respect the given geological condi-tions is emphasized. The related non-structural preventive measures (pre-venting infiltration, not undercutting the slope toe), and structural remedial measures (underpinning, anchored pile walls) application in the specific condition are described. The process of numerical analysis of strengthening pile retaining wall supporting the cut constructed in the lower part of the slid-ing body is presented. The importance of residual soil strength parameters for analysis of landslides is emphasized also.

Název v anglickém jazyce

Mitigation of the impact of Landslides in built-up areas

Popis výsledku anglicky

Paper brings a review of creep slope movement phenomena, its damage to structures, and the applied stabilization techniques in urban locations. The holistic approach to such locations based on proper ground investigation and design of preventive and remedial measures is presented on three case stud-ies in Brno, Czech Republic. The need to respect the given geological condi-tions is emphasized. The related non-structural preventive measures (pre-venting infiltration, not undercutting the slope toe), and structural remedial measures (underpinning, anchored pile walls) application in the specific condition are described. The process of numerical analysis of strengthening pile retaining wall supporting the cut constructed in the lower part of the slid-ing body is presented. The importance of residual soil strength parameters for analysis of landslides is emphasized also.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2019

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Critical Thinking in the Sustainable Rehabilitation and Risk Management of the Built Environment: Series: Springer Series in Geomechanics and Geoengineering

ISBN

9783030611170

ISSN

—

e-ISSN

—

Počet stran výsledku

10

Strana od-do

496-505

Název nakladatele

Springer Science and Business Media Deutschland GmbH

Místo vydání

Iasi, Romania

Místo konání akce

Iasi

Datum konání akce

7. 11. 2019

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

—