(b) Atterberg Limits: ASTM D; (c) Soil classification: C.N.R—U.N.I. ; basing on the foreseen protocol the material employed in the highway yard had. granulometric analysys (CNR UNI );; Atterberg limits (CNR UNI );; classification (CNR UNI );; optimum moisture content (OMC) and dry. Can Geotech J 40()– CNR UNI () Costruzione e manutenzione delle strade. Tecniche di impiego delle terre Cosanti B, Lo Presti DC.

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Definition of the most appropriate mixture s of decontaminated dredged sediments and other standard materials The treated sediments will be applied in different proportions and percentages, in order to demonstrate the wide range of possible features and applications. The test solution is compared with the reference solution.

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My presentations Profile Feedback Log out. Crn Forgot your password? Because of the great content of organic matter their usability thresholds will be assessed to demonstrate optimum stabilization with lime.

To use this website, you must agree to our Privacy Policyincluding cookie policy. Published by Mariam Dye Modified over 4 years ago. My presentations Profile Feedback Log out.

Stabilization of sediments with lime 1. They cannot be used in the road constructions because they are water sensitive materials. Proctor curves Optimum water content. About project SlidePlayer Terms of Service.

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Recycled material means inert material from demolition and maintenance work of buildings or infrastructures, including partial demolition and maintenance work. Extensometer system for measuring settlements at various depths in embankment layers. Registration Forgot your password? Variation of the natural water content w n: The installation surface must be prepared according to specification using laser-controlled equipment, and according to the specified apparent density NR B.

Mix the ground soil with the stabilising agent cnf equipment which scarifies, pulverises and mixes the material evenly.

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S — Soil Mechanic. Determination of CBR Index 3. Ui buttons are a little bit lower. Determination of Proctor curve 2. Determination of Proctor curve: Apply the stabilising agent using a binder spreading machine equipped with a dosing system to guarantee even distribution of the stabiliser if the consistency and characteristics of the ground soil or the spreading speed vary.

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classificazione hrb

Patrizia Rocchio Preliminary Results. Executive design of demonstration road Cross section and Materials Unk sediments stabilized with lime cnrr. It allows an estimate of the mixture density that can be achieved on construction sites and provides a reference parameter for assessing the density of the compacted layer of the mixture.

To use this website, you must agree to our Privacy Policyincluding cookie policy. OK Innovative integrated methodology for the use of decontaminated river sediments in plant nursing and road building Expected start date: Auth with social network: Materials of this group usually have high volume change between wet and dry states and they can be used only if stabilized in the construction of embankment, but cannot be used in construction of subgrade layers.

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If you wish to download it, please recommend it to your friends in any social system. We think you have liked this presentation. Stabilization of the sediments with lime 2. Share buttons are a little bit lower. To improve the density and other properties of soil Increases the solid density improves strength Lowers its permeability Reduces.

Introduction Pavement design is the major component in the road construction. Feedback Privacy Policy Feedback.

Published by Justina Kelly Modified over 3 years ago. Executive design of demonstration road. Determination uuni CBR Index ratio used to characterise the bearing capacity of the mixtures, determined immediately after compaction and after a period of curing water 4. Demonstration of the use of decontaminated sediments in road construction Specific technical goals: Nearly one-third or one-half of the total cost of construction.