Deep Compaction Control of Sandy Soils

Vibroflotation, vibratory compaction, micro-blasting or heavy tamping are typical improvement methods for the cohesionless deposits of high thickness. The complex mechanism of deep soil compaction is related to void ratio decrease with grain rearrangements, lateral stress increase, prestressing effe...

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Main Authors: Bałachowski Lech, Kurek Norbert
Format: Article
Language:English
Published: Sciendo 2015-02-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:http://www.degruyter.com/view/j/sgem.2014.36.issue-2/sgem-2014-0014/sgem-2014-0014.xml?format=INT
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author Bałachowski Lech
Kurek Norbert
author_facet Bałachowski Lech
Kurek Norbert
author_sort Bałachowski Lech
collection DOAJ
description Vibroflotation, vibratory compaction, micro-blasting or heavy tamping are typical improvement methods for the cohesionless deposits of high thickness. The complex mechanism of deep soil compaction is related to void ratio decrease with grain rearrangements, lateral stress increase, prestressing effect of certain number of load cycles, water pressure dissipation, aging and other effects. Calibration chamber based interpretation of CPTU/DMT can be used to take into account vertical and horizontal stress and void ratio effects. Some examples of interpretation of soundings in pre-treated and compacted sands are given. Some acceptance criteria for compaction control are discussed. The improvement factors are analysed including the normalised approach based on the soil behaviour type index.
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spelling doaj.art-2aa9924cd72d4571be27624b6e1f89592022-12-21T18:39:49ZengSciendoStudia Geotechnica et Mechanica0137-63652083-831X2015-02-013623810.2478/sgem-2014-0014sgem-2014-0014Deep Compaction Control of Sandy SoilsBałachowski Lech0Kurek Norbert1Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, PolandMenard Polska sp. z o.o., Warszawa, PolandVibroflotation, vibratory compaction, micro-blasting or heavy tamping are typical improvement methods for the cohesionless deposits of high thickness. The complex mechanism of deep soil compaction is related to void ratio decrease with grain rearrangements, lateral stress increase, prestressing effect of certain number of load cycles, water pressure dissipation, aging and other effects. Calibration chamber based interpretation of CPTU/DMT can be used to take into account vertical and horizontal stress and void ratio effects. Some examples of interpretation of soundings in pre-treated and compacted sands are given. Some acceptance criteria for compaction control are discussed. The improvement factors are analysed including the normalised approach based on the soil behaviour type index.http://www.degruyter.com/view/j/sgem.2014.36.issue-2/sgem-2014-0014/sgem-2014-0014.xml?format=INTvibrocompactionCPTUsandssoil behaviour type
spellingShingle Bałachowski Lech
Kurek Norbert
Deep Compaction Control of Sandy Soils
Studia Geotechnica et Mechanica
vibrocompaction
CPTU
sands
soil behaviour type
title Deep Compaction Control of Sandy Soils
title_full Deep Compaction Control of Sandy Soils
title_fullStr Deep Compaction Control of Sandy Soils
title_full_unstemmed Deep Compaction Control of Sandy Soils
title_short Deep Compaction Control of Sandy Soils
title_sort deep compaction control of sandy soils
topic vibrocompaction
CPTU
sands
soil behaviour type
url http://www.degruyter.com/view/j/sgem.2014.36.issue-2/sgem-2014-0014/sgem-2014-0014.xml?format=INT
work_keys_str_mv AT bałachowskilech deepcompactioncontrolofsandysoils
AT kureknorbert deepcompactioncontrolofsandysoils