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Introduction Le but de l’étude est la mise au point d’une méthode d’auscultation dynamique non destructive du béton qui permettrait à terme de contrôler les. Laboratoire de contrôle du béton et étude de sol: Contrôle de qualité du béton. Essai de compression sur d’auscultation dynamique aux. 9 avr. Auscultation et surveillance des perturbations hydromécaniques d’ouvrages souterrains par les modules élastiques dynamiques des roches.

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D, PEng Associate Professor. Accepted Indian Geotechnical Journal.

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Open Journal of Geology, Volume 3, Number 3, pp. Mode of failure of group of stone columns in soft soil. Comparative study of shear strength characteristics of dry cohesionless sands from triaxial, plane-strain and direct shear tests. Tentatively accepted, Journal of Acta Goetechnica.

Assessment of soil collapse prediction methods. Internationnal Journal of Engineering, Volume 25, number 1, February, pp. Passive earth pressure on embedded vertical plate, Journal Acta Geotechnica, Volume 6: Journal of Environmental Engineering and Science, 7 4: Modeling of supercritical fluid extraction of phenanthrene from clayey soil.

Journal of Separation Science, March, 31 8: Failure process of stone column in collapsible soils. International Journal of Engineering, 21 2: Behaviour of stone columns based on experimental and FEM analysis, by A.


Ambily and Shailesh R. Effects of hydraulic shear stress and rate of erosion on the magnitude, degree and rate of collapse. Geomechanics and Geoengineering Journal, 3 1: Improvement of soft soil by stone column internally reinforced.

Ground Improvement Journal,No. Identification of collapsible soil using the Fall Cone apparatus. Accepted for publication in press. Journal of Geotechnical and Begon Engineering, 25 5: Auscultatkon of Collapse Behavior in Soil. European Journal of Civil Engineering, 11 5: Al-Sadi; Ju Lin; T. Effect of Supercritical Fluid Ausculttion parameters and clay properties on the efficiency of phenanthrene extraction.

Journal of Ausculltation and Interface Science, 2 The influence of hydraulic gradient and rate of erosion on hydraulic conductivity of sand-bentonite mixtures. Encapsulated stone columns as a soil improvement technique for collapsible soil.

Optimising of steel fiber reinforced concrete mix. International Journal of Engineering, 17 1April, Bicriteria resource allocation problem in pert networks. Revue Marocaine de Genie Civil. Design of Stone Columns. Soil reinforcement by Geotextile. Traitement des betons et mortiers a base wuscultation sables concasses locaux par des adjuvants.

Settlement of Group of Stone Columns. Empirical modeling the rate of release of contaminants from grouted containments.

Effect of Ammonium sulfate and potassium chloride on the wetting induced collapse strain of soils. Prediction of collapsible soils by ultrasonic tests. Evaluation and new Interpretations of soil collapse identification criteria.


Stabilization of metals dtnamique PAHs in mix contaminated soil. Effect of inclusions and compacting energy on the degree of packing and shear characteristics of a granular soil. Assessment of some factors affecting soil collapse behaviour. OttawaGeo Conference, October. Hidden conditions in foundation engineering.


Influence of relative density and clay fraction on the magnitude and rate of collaspse. Application of electrokinetics to metal removal from biosolids in cold climate. Bearing capacity of group of stone columns. Numerical modeling for a group of stone columns. Analytical model of a group of stone columns. Steel fibres reinforced concrete design.

Auscultatipn Congress Challenges of Concrete Construction. Dundee, Scotland, 5 – 11 September.

Comportement de colonnes ballastees dans un sol effondrable renforcees ou non par geotextiles. Influence du traitement thermique et traitement par vibration sur le comportement des sols affaissables. Gestion et organisation de la ville. Diminution du gonflement des sols par du sable fin. Performance of vibro columns in collapsible soils Geotechnical Analysis Practice and Performances. December, Surat, India, pp.

Collapse of Stone column foundation due to inundation.