Esta guía para,oyecto y la ejecución de micropilotes en obras de carretera forma parte de una serie de un documento de divulgación tecnológica elaborados. See details and download book: Ebookers Free Download Guia Para El Proyecto Y La Ejecucion De Micropilotes En Obras By Aavv Fb2. Cálculo de micropilotes de cimentación y dimensionado de su longitud, según guía del Ministerio de Fomento. ESFUERZOS Y REACCIONES. Cálculo de Viga .

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Spanish and European codes on micropiles 23 call for a day or the age when the micropile is loaded, if guiia to that time compressive strength of at least 25 MPa in cylindrical specimens. The coefficient was calculated with Equation [ 2 ] below, proposed by Andrade et al.

Free Download Online Guia Para El Proyecto Y La Ejecucion De Micropilotes En Obras Pdf By Aavv

Moreover, the fact that in soil anchors and micropiles the reinforcing steel is embedded in cement grout cement paste distinguishes these members from other civil engineering structures, where it is embedded in concrete.

In this study, effective porosity was the parameter used to assess durability, for water is the main vehicle for the ingress of aggressive agents in cement-based materials Because the grout in these applications hardens in contact with the surrounding terrain, exposing it to possible aggressive agents, its properties were characterised from very early ages 2 days and up to 90 days.

Grouts were prepared with two commercial cements, a type I Durability and compressive strength of blast furnace slag-based cement grout for special geotechnical applications. Nonetheless, in the earliest tests, pressurised water was observed to leak out of the cracks formed, particularly in the CEM III specimens, rendering the findings invalid.


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Email this article Login required. The results observed for the properties related to durability studied consequently appear to indicate that the grout prepared with cement carrying micropiootes high slag content affords greater soil anchor and micropile durability than portland cement grout.


After 28 days, however, porosity was substantially lower in the former. Cement grout for micropiles is generally prepared with a w: Note that in both the and day specimens, at the w: In the present study, this property was analysed in terms of the steady state chloride diffusion coefficient, found indirectly from electrical resistivity data Ten-centimetre diameter cylindrical specimens micropilots 5 cm thick were tested by sealing the bottom half of the side surface of the specimen with adhesive tape to ensure that only one of the flat surfaces of the specimen was in contact with the water Rilem TC PCD Three prismatic and two cylindrical specimens were tested per cement type and w: Albaladejo Universidad de Alicante, Spain.

Electrochemical techniques for measuring metallic corrosion – Test methods for on site measurement of resistivity of concrete. This would mean that at very early ages, the microstructure of CEM III micropilotss be less refined than at older ages and the volume of pores accessible to guai would be greater.

Keywords Ground granulated blast-furnace slag; Cement grout; Special geotechnical applications; Durability; Micropilotea strength.

This result concurs with previous reports 628according to which blast furnace slag refines the cement pore network but such refinement does not translate into any material reduction in total porosity. Tests were conducted on 2- 7-,and day specimens. Norma UNEMadrid. A number of environmental benefits derive from the use of active cement additions to manufacture concrete. The appearance of these cracks, in combination with a scantly refined early age pore network, might explain the high effective porosity values observed for the CEM III material.

Abstract Special foundations, most prominently micropiles and soil anchors, are frequently used in construction today. Contact us materconstrucc ietcc.

The use of one such special geotechnical application, micropiles, has grown significantly in recent years in light of its adaptability to all manner of terrains and its aptness for underpinning existing foundations, among others 12.


This finding was foreseeable, given the higher strength class of CEM I This may be attributable to the greater propensity micdopilotes slag-bearing cement to develop shrinkage cracks at high temperatures and low relative humidity micropilotds37 About The Authors J.

The mechanical property studied was compressive strength, since as noted above, this is the main parameter used in codes and standards for determining whether a cement is apt for such applications.

One of the foremost such additions is blast furnace slag, whose effects on the properties of cement-based materials are the object of considerable research 6. Climent Universidad de Alicante, Spain. In Spain, the grout for these special technical applications is generally prepared with portland cement, although the codes and standards in place stipulate only the minimum compressive micropilptes required, with no mention of cement type.

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This parameter is an indirect measure of connectivity and pore size in a material. Article Tools Print this article. Upon conclusion of the test, the specimens were split along the centreline and the depth of water penetration was measured in each half. Standard test method for specific gravity, absorption, and voids in hardened concrete, Philadelphia.

In light of the foregoing, in this study compressive strength was determined on the 7- micropilotew day specimens prepared as described above. Specimen electrical resistivity was measured directly on a Proceq analyser.

The findings for this parameter are depicted in Figure 3.