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Featured researches published by Noël Huybrechts.


Ground Improvement Case Histories#R##N#Chemical, Electrokinetic, Thermal and Bioengineering | 2015

Deep Mixing Method: Equipment and Field of Applications

Nicolas Denies; Noël Huybrechts

Abstract The purpose of this chapter is to introduce the reader to the deep mixing method. In the deep mixing process, the ground is mixed in place while a binder is injected with the help of a mixing tool. After hardening, soil mix elements with improved mechanical and hydraulic characteristics are realized. This technology, originally developed in the 1960s for ground improvement works, has seen amazing growth in the past few decades. Today, the deep mixing method is used for a large scope of engineering projects, such as soil reinforcement, slope stabilization, support of embankment, and liquefaction mitigation. In addition, the soil mix elements are being increasingly used as structural elements, for the construction of earth–water retaining walls and cutoff walls, and even as an alternative to the classical foundation solution. Geo-environmental applications are also performed with the soil mixing remediation technology with the containment or the treatment of the contaminants directly into the ground. In this chapter, the construction principles and the equipment allowing the execution of the deep mixing method are presented first. Although most of the existing deep mixing systems are mentioned in this chapter, the focus is on recent advances in the development of new mixing tools available today on the international market. Different ground improvement patterns can be designed with these various systems: soil–cement columns, rectangular soil mix panels, continuous barriers, or global mass stabilization offering a broad range of applications. The core of the chapter is dedicated to the description of the field of applications of the method with the help of several case histories that are briefly described. Finally, a detailed case history is highlighted. It concerns the realization of a retaining wall for the construction of a three-story underground car park (12-m depth) in downtown Aalst, Belgium. This chapter presents the main advantages and disadvantages of the technique, and it highlights the importance of the clear definition of the field of applications of the deep mixing method and the durability aspects of this particular material, taking into account the envisaged lifetime. It is important that the design and the imposed quality control carefully consider these two aspects.


Proceedings of the Fourth International Conference on Grouting and Deep Mixing | 2012

Deep soil mix technology in Belgium: effect of inclusions on design properties

Patrick Ganne; Nicolas Denies; Noël Huybrechts; André Vervoort; Abbass Tavallali; J Maertens; Bart Lameire; Flor De Cock

The application of deep soil mix (DSM) technology in Belgium is sharply increasing. Next to soil improvement applications, DSM walls are extensively used for excavation support. Even permanent retaining and foundation applications with soil mix are increasingly applied. This paper gives an overview of the DSM procedures carried out in Belgium and deals with methodologies applied to determine the amount of soil inclusions, the elastic modulus and the compressive strength of DSM material. The influence of soil inclusions on the stiffness of DSM material is investigated with the help of numerical simulations. The methodologies are validated on a large population of laboratory tests on in situ DSM material, executed in Belgian soils. These research activities have been performed in the framework of the research program Soil Mix that the Belgian Building Research Institute (BBRI) carries out in collaboration with the Catholic University of Leuven and the Belgian Association of Foundation Contractors (ABEF). This research program is financially supported by the Agency for Innovation by Science and Technology of the Flemish Region IWT (BBRI, 2009-2013).


TC211 International Symposium on Ground Improvement IS-GI | 2012

Soil mix walls as retaining structures, mechanical characterization

Nicolas Denies; Noël Huybrechts; André Vervoort; G Van Lysebetten; J Maertens


Proceedings of the Symposium on Screw Piles | 1997

Design of axially loaded piles - 1997 Belgian practice

Alain Holeyman; P. Menge; Jean-Pierre Miller; G. Simon; Bénédicte Bauduin; M. Bottiau; P. Debacker; F. De Cock; E Dupont; Jean-Louis Hilde; Christian Legrand; Noël Huybrechts


Computers and Geotechnics | 2014

Discrete element modeling for the study of the effect of soft inclusions on the behavior of soil mix material

G. Van Lysebetten; A. Vervoort; Jan Maertens; Noël Huybrechts


TC211 International Symposium on Ground Improvement IS-GI | 2012

Mechanical characterization of large scale soil mix samples and the analysis of the influence of soil inclusions

André Vervoort; Abbass Tavallali; G Van Lysebetten; J Maertens; Noël Huybrechts


Archive | 2015

Deep Mixing Method

Nicolas Denies; Noël Huybrechts


IFCEE 2015 | 2015

Large-Scale Bending Tests on Soil Mix Elements

Nicolas Denies; Noël Huybrechts; Flor De Cock; Bart Lameire; J Maertens; André Vervoort


TC211 International Symposium on Ground Improvement IS-GI | 2012

Mechanical characterization of deep soil mix material, procedure description

Nicolas Denies; Noël Huybrechts; André Vervoort; J Maertens


TC211 International Symposium on Ground Improvement IS-GI | 2012

Soil mix walls as retaining structures, Belgian practice

Nicolas Denies; André Vervoort; Noël Huybrechts

Collaboration


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André Vervoort

Katholieke Universiteit Leuven

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Alain Holeyman

Université catholique de Louvain

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J Maertens

Catholic University of Leuven

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Abbass Tavallali

Katholieke Universiteit Leuven

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A. Vervoort

Katholieke Universiteit Leuven

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G. Van Lysebetten

Katholieke Universiteit Leuven

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Jan Maertens

Katholieke Universiteit Leuven

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Patrick Ganne

Katholieke Universiteit Leuven

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