GUIA MICROPILOTES PDF

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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Effective porosity, in turn, is directly related to the volume of pores accessible to water and therefore to aggressive agents such as chloride ions, which may corrode the steel used to reinforce micropiles and soil anchors.

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The code also establishes a series of maximum depth values, depending on the type of environment to which the concrete is exposed. Effective porosity was determined from the following equation [ 1 ], further to standard UNE That notwithstanding, as explained above, this test was conducted because the codes and standards on soil anchors and micropiles 24 explicitly provide that grout must be EHEcompliant Figure 1 a contains elevation and cross-section sketches of a micropile with steel tube reinforcement.

Here it was determined in cement paste specimens using the Wenner four-point test 20 described in Spanish standard UNE A comparison of the findings for the aforementioned semi-prisms to the FHWA-SA 1 compressive strength requirement reveals that all the grouts studied would be code-compliant the minimum strength recorded was How to cite item.

Three prismatic and two cylindrical specimens were tested per cement type and w: Further to the electrical resistivity and post-submersion absorption findings for hardened grout designed for micropiles and soil anchors, when made from cements with a high blast furnace slag content the material has a more refined pore network than when prepared with a comparable portland cement.

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Durability and compressive strength of blast furnace slag-based cement grout for special geotechnical applications. Albaladejo Universidad de Alicante, Spain.

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In this study, the variation in the diffusion coefficient D micropiltoes was monitored through the age of 90 days. The study of the durability of cement grout, particularly blast furnace slag-based grout, is consequently highly pertinent. Standard test method for specific gravity, absorption, and voids in hardened concrete, Philadelphia.

In the CEM I grout, effective porosity was fairly low in the 2- and day specimens. Moreover, the fact that in soil anchors and micropiles the reinforcing steel is embedded in cement grout cement paste distinguishes microppilotes 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 micropilotea ingress of aggressive agents in cement-based materials Study by impedance spectroscopy, en: After 28 days, however, porosity was substantially lower in the former.

The main conclusions that can be drawn from the present findings are listed below. Abstract Special foundations, most prominently micropiles and soil anchors, are frequently used in construction today.

Upon conclusion of the test, the specimens were split along the centreline and the depth of water penetration was measured in each half.

In light of the foregoing, in this study compressive strength was determined on the 7- and day specimens prepared as described above. The protocol for monitoring soil anchor construction laid down in the aforementioned guide 4 suggests that compressive strength should be determined in 7- and day grout.

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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.

Ortega Universidad de Alicante Spain.

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Electrical resistivity rose with time for both types of cement studied see Figure 2denoting the progressive refinement of the pore network as a result of ongoing clinker and slag hydration 6 These aluminates, formed as a result of the hydration of the high Al 2 O 3 content in blast furnace slag, react with chlorides to form chloraluminates, thereby preventing ion diffusion across the material In Spain cement grout for micropiles is usually prepared with type I portland cement, although no cement type is explicitly specified in the Ministry of Internal Development’s guide for designing and building micropiles in road works 2whose provisions micropiotes this regard are confined to minimum compressive strength and cement strength class.

This procedure has been used in the past for fly ash- and blast furnace slag-blended cement These findings may be related to the substantial microstructural refinement attendant upon slag hydration 6micropilites28in which additional C-S-H phases form 12giving rise to a more compact pore network.

Soil anchors are another type of special geotechnical application. Their day strength is, however, lower than observed for the portland cement grouts. Portland cement grouts made with the same w: