Detail publikace

Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil

CHALMOVSKÝ, J. MIČA, L.

Originální název

Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The main purpose of this paper is to analyse the influence of pressure grouting on ground anchors pull out capacity in fine grained soils, using the finite element method (FEM). The grouting process is simulated by volumetric strain of grout body, which is determined from excavated test anchors. Obtained pull-out capacities for the cases with respectively without grouting simulation are compared with the results of appropriate analytical and empirical methods.

Klíčová slova

ground anchor; pull out capacity; pressure grouting; volumetric strain; fine grained soil; finite element method; constitutive models

Autoři

CHALMOVSKÝ, J.; MIČA, L.

Rok RIV

2013

Vydáno

16. 5. 2013

Nakladatel

Elsevier

Místo

Vilnius, Lithuania

ISBN

978-9955-28-593-9

Kniha

Modern Building Materials, Structures and Techniques

ISSN

1877-7058

Periodikum

Procedia Engineering

Ročník

57

Číslo

1

Stát

Nizozemsko

Strany od

222

Strany do

231

Strany počet

10

URL

https://www.sciencedirect.com/science/article/pii/S1877705813007613

Plný text v Digitální knihovně

http://hdl.handle.net/11012/193608

BibTex

@inproceedings{BUT103961,
  author="Juraj {Chalmovský} and Lumír {Miča}",
  title="Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil",
  booktitle="Modern Building Materials, Structures and Techniques",
  year="2013",
  journal="Procedia Engineering",
  volume="57",
  number="1",
  pages="222--231",
  publisher="Elsevier",
  address="Vilnius, Lithuania",
  doi="10.1016/j.proeng.2013.04.031",
  isbn="978-9955-28-593-9",
  issn="1877-7058",
  url="https://www.sciencedirect.com/science/article/pii/S1877705813007613"
}