The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance

Various types of trenchless methods are extensively used to create engineering barriers for the purpose of achieving relatively low hydraulic conductivity of the subsoil and hydrotechnical structures. The most commonly used technologies of the grouting curtain creating are the DSM (Deep Soil Mixing)...

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Main Authors: Skutnik Zdzisław, Bajda Marek, Lech Mariusz
Format: Article
Language:English
Published: De Gruyter 2019-08-01
Series:Open Engineering
Subjects:
Online Access:https://doi.org/10.1515/eng-2019-0050
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spelling doaj-926050116d5d445b836b57db765e5ede2021-09-05T20:44:50ZengDe GruyterOpen Engineering2391-54392019-08-019142042710.1515/eng-2019-0050eng-2019-0050The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assuranceSkutnik Zdzisław0Bajda Marek1Lech Mariusz2Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences WULS – SGGW, Warsaw, PolandFaculty of Civil and Environmental Engineering, Warsaw University of Life Sciences WULS – SGGW, Warsaw, PolandFaculty of Civil and Environmental Engineering, Warsaw University of Life Sciences WULS – SGGW, Warsaw, PolandVarious types of trenchless methods are extensively used to create engineering barriers for the purpose of achieving relatively low hydraulic conductivity of the subsoil and hydrotechnical structures. The most commonly used technologies of the grouting curtain creating are the DSM (Deep Soil Mixing), WIPS (Vibro Injcted Thin Wall), low-pressure injection and jet-grouting. Vertical barriers are widely used in environmental control systems to restrict the lateral spreading of liquid or gaseous contaminants and for seepage control through and beneath a levees. The barrier walls are constructed in a single or two phases using a slurry composed mainly of bentonite, cementitious materials and water. Often to solve complex geotechnical problems the technologies are combined (e.g. combining DSM and jet grouting). In the paper some examples of practical application of chosen types of technology dedicated different problems solving are presented. The results of geotechnical investigations of hydraulic permeability, shear strength and depth control of cut-off wall are given. The tests were carried out using BAT system, Cone Penetration Tests (CPT) and drillings. The presented test results should help define the technical and financial criteria that should be used to compare grouting based methods and other techniques applicable to the same geotechnical special works. These recommendations should permit an adequate application of grouting techniques and contribute to finding solutions for the delicate problem of ground sealing, notably when proceeding with hydrotechnical or environmental structures placed below water table.https://doi.org/10.1515/eng-2019-0050antfiltration barriercut-off walldeep soil mixingjet-grouting, bentoniteslurry trenchpermeability test
collection DOAJ
language English
format Article
sources DOAJ
author Skutnik Zdzisław
Bajda Marek
Lech Mariusz
spellingShingle Skutnik Zdzisław
Bajda Marek
Lech Mariusz
The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
Open Engineering
antfiltration barrier
cut-off wall
deep soil mixing
jet-grouting, bentonite
slurry trench
permeability test
author_facet Skutnik Zdzisław
Bajda Marek
Lech Mariusz
author_sort Skutnik Zdzisław
title The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
title_short The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
title_full The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
title_fullStr The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
title_full_unstemmed The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
title_sort selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
publisher De Gruyter
series Open Engineering
issn 2391-5439
publishDate 2019-08-01
description Various types of trenchless methods are extensively used to create engineering barriers for the purpose of achieving relatively low hydraulic conductivity of the subsoil and hydrotechnical structures. The most commonly used technologies of the grouting curtain creating are the DSM (Deep Soil Mixing), WIPS (Vibro Injcted Thin Wall), low-pressure injection and jet-grouting. Vertical barriers are widely used in environmental control systems to restrict the lateral spreading of liquid or gaseous contaminants and for seepage control through and beneath a levees. The barrier walls are constructed in a single or two phases using a slurry composed mainly of bentonite, cementitious materials and water. Often to solve complex geotechnical problems the technologies are combined (e.g. combining DSM and jet grouting). In the paper some examples of practical application of chosen types of technology dedicated different problems solving are presented. The results of geotechnical investigations of hydraulic permeability, shear strength and depth control of cut-off wall are given. The tests were carried out using BAT system, Cone Penetration Tests (CPT) and drillings. The presented test results should help define the technical and financial criteria that should be used to compare grouting based methods and other techniques applicable to the same geotechnical special works. These recommendations should permit an adequate application of grouting techniques and contribute to finding solutions for the delicate problem of ground sealing, notably when proceeding with hydrotechnical or environmental structures placed below water table.
topic antfiltration barrier
cut-off wall
deep soil mixing
jet-grouting, bentonite
slurry trench
permeability test
url https://doi.org/10.1515/eng-2019-0050
work_keys_str_mv AT skutnikzdzisław theselectionofsealingtechnologiesofthesubsoilandhydrotechnicalstructuresandqualityassurance
AT bajdamarek theselectionofsealingtechnologiesofthesubsoilandhydrotechnicalstructuresandqualityassurance
AT lechmariusz theselectionofsealingtechnologiesofthesubsoilandhydrotechnicalstructuresandqualityassurance
AT skutnikzdzisław selectionofsealingtechnologiesofthesubsoilandhydrotechnicalstructuresandqualityassurance
AT bajdamarek selectionofsealingtechnologiesofthesubsoilandhydrotechnicalstructuresandqualityassurance
AT lechmariusz selectionofsealingtechnologiesofthesubsoilandhydrotechnicalstructuresandqualityassurance
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