Publication detail

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

CHALMOVSKÝ, J. MIČA, L.

Original Title

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

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

CHALMOVSKÝ, J.; MIČA, L.

RIV year

2013

Released

16. 5. 2013

Publisher

Elsevier

Location

Vilnius, Lithuania

ISBN

978-9955-28-593-9

Book

Modern Building Materials, Structures and Techniques

ISBN

1877-7058

Periodical

Procedia Engineering

Year of study

57

Number

1

State

Kingdom of the Netherlands

Pages from

222

Pages to

231

Pages count

10

URL

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

Full text in the Digital Library

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"
}