All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Application of convergence measurements in back-analysis of coefficient of lateral earth pressure at rest in Brno clay

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F13%3A10317069" target="_blank" >RIV/00216208:11310/13:10317069 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    VYUŽITÍ KONVERGENČNÍCH MĚŘENÍ VE ZPĚTNÉM VÝPOČTU SOUČINITELE BOČNÍHO TLAKU V KLIDU V BRNĚNSKÉM JÍLU

  • Original language description

    In the paper, we investigate estimation of the earth pressure coefficient at rest by means of backanalysis of deformation measurements in underground cavity constructed in overconsolidated clay. The model was simulated using finite element method in 3D.When compared with our previous investigation, we utilized recently developed hypoplastic model with small strain stiffness anisotropy. Soil anisotropy was shown to influence the backanalysis results significantly. In addition, we simulated the influenceof neighbouring exploratory adit, which also had remarkable effect on predictions. Current analyses indicate K0 =0,81.

  • Czech name

    VYUŽITÍ KONVERGENČNÍCH MĚŘENÍ VE ZPĚTNÉM VÝPOČTU SOUČINITELE BOČNÍHO TLAKU V KLIDU V BRNĚNSKÉM JÍLU

  • Czech description

    In the paper, we investigate estimation of the earth pressure coefficient at rest by means of backanalysis of deformation measurements in underground cavity constructed in overconsolidated clay. The model was simulated using finite element method in 3D.When compared with our previous investigation, we utilized recently developed hypoplastic model with small strain stiffness anisotropy. Soil anisotropy was shown to influence the backanalysis results significantly. In addition, we simulated the influenceof neighbouring exploratory adit, which also had remarkable effect on predictions. Current analyses indicate K0 =0,81.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    S - Specificky vyzkum na vysokych skolach<br>I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Sborník příspěvků 41. konference zakládání Staveb

  • ISBN

    978-80-87920-00-8

  • ISSN

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    119-124

  • Publisher name

    Ćeská geotechnická společnost

  • Place of publication

    Brno

  • Event location

    Brno, Česká Republika

  • Event date

    Nov 11, 2013

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article