| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:Analytical method for the analysis of stone-columns according to the Rowe dilatancy theory
Authors:ID Pulko, Boštjan (Author)
ID Majes, Bojan (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2006_Pulko,_Majes_Analytical_Method_for_the_Analysis_of_Stone-Columns_According_to_the_Rowe_Dilatancy_Theory.pdf (307,66 KB)
MD5: 780595326325B698495AC6024419EC37
PID: 20.500.12556/dkum/37ecbae2-8eec-4d57-8e89-606ee04a854e
 
URL http://fgserver3.fg.um.si/journal-ags/2006-1/article-3.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:In this paper a new analytical method to analyse the behaviour of rigid foundations stabilized by end bearing stone-columns is proposed. The stone column and the surrounding soil are treated in axial symmetric conditions as a unit cell. The stone column is assumed to behave as an Mohr-Coulomb rigid-plastic material with non-associative flow rule according to the Rowe stress dilatancy theory and the soil as an elastic material. These common assumptions, combined with equilibrium and kinematic conditions, lead to the simple analytical closed-form solution for the prediction of the behaviour for rigid footings resting on stone-column reinforced ground. The parametric study is presented to show the effect of dilatancy of the granular material on the deformations and stresses in the ground and its beneficial effect on settlement reduction. The results of the new method are compared with some already known analytical methods and some published field test results and observations.
Keywords:ground improvement, stone columns, ground settlements, dilatancy theory
Publication status:Published
Publication version:Version of Record
Year of publishing:2006
Number of pages:str. 36-45
Numbering:Letn. 3, št. 1
PID:20.500.12556/DKUM-70503 New window
ISSN:1854-0171
UDC:624.12/.14
ISSN on article:1854-0171
COBISS.SI-ID:3148641 New window
NUK URN:URN:SI:UM:DK:BTFYER3D
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:17.05.2018
Views:1363
Downloads:73
Metadata:XML DC-XML DC-RDF
Categories:Misc.
:
Copy citation
  
Average score:(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share


Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Analitična metoda za analizo gruščnatih kolov z upoštevanjem Rowove teorije razmikanja
Abstract:V članku je predstavljena nova metoda za analizo obnašanja togih temeljev na z gruščnatimi koli izboljšanih tleh. Gruščnat kol in okolna zemljina sta analizirana v pogojih osne simetrije kot enotna celica. Za gruščnat kol je predpostavljeno, da se obnaša kot Mohr-Coulombov togo-plastičen material z upoštevanjem neasociativnega tečenja po Rowovi teoriji razmikanja. Za zemljino je privzeto, da se obnaša kot linearno elastičen material. Te predpostavke, skupaj z ravnotežnimi in kinematičnimi enačbami, vodijo k preprosti analitični rešitvi za napoved obnašanja togih temeljev na z gruščnatimi koli stabiliziranih tleh. Prikazana je parametrična študija, ki analizira vpliv razmikanja gruščnatega materiala na deformacije in napetosti v temeljnih tleh ter ugoden vpliv na redukcijo posedkov. Rezultati nove metode so primerjani z nekaterimi drugimi analitičnimi metodami in objavljenimi rezultati terenskih testov in opazovanj.
Keywords:izboljšanje tal, gruščnati koli, posedki tal, teorija razmikanja


Collection

This document is a part of these collections:
  1. Acta geotechnica Slovenica

Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica