Zobrazeno 1 - 10
of 226
pro vyhledávání: '"Zornberg Jorge"'
A sensitivity analysis of the parameters contributing to load development in geogrid pullout testing
Autor:
Marx David H., Zornberg Jorge G.
Publikováno v:
E3S Web of Conferences, Vol 569, p 01001 (2024)
A dataset of 334 geogrids pullout tests was analysed to identify the soil and geogrid parameters that have the most significant effect on the rate of load development (K) during pullout. K was calculated for a small displacement of the geogrids and a
Externí odkaz:
https://doaj.org/article/2372c967ed5c4595b9438c4f5cdbb5af
Autor:
Azevedo Marcelo, Zornberg Jorge
Publikováno v:
E3S Web of Conferences, Vol 569, p 06003 (2024)
The objective of this study is to assess the formation of capillary barriers on unsaturated soils in contact with geotextiles that have been placed with the primary function of acting as a separator between soil or drainage layers, including the geot
Externí odkaz:
https://doaj.org/article/3907ca0f1e8a49969aa3017354ab0e3a
Autor:
Sicha Gino, Zornberg Jorge
Publikováno v:
E3S Web of Conferences, Vol 569, p 05002 (2024)
This study focuses on identifying and quantifying the potential benefits of a geotextile separator in flexible pavements placed at the interface between a granular base and an underlying soft subgrade with high water content and a granular base. Whil
Externí odkaz:
https://doaj.org/article/96bfaa10bf144dcba1108cec94125037
Fracture characteristics of asphalt mixtures containing asphalt millings with geosynthetic fragments
Publikováno v:
E3S Web of Conferences, Vol 569, p 02001 (2024)
The increasing cost of asphalt and environmental concerns have created a greater interest in exploring the possibility of incorporating higher percentages of reclaimed asphalt pavement (RAP) materials in asphalt mixtures. However, increasing the RAP
Externí odkaz:
https://doaj.org/article/e3c0f7e310ed484093a40b063e1c460d
Publikováno v:
E3S Web of Conferences, Vol 569, p 21003 (2024)
The incorporation of geosynthetic reinforcements during the rehabilitation of flexible pavements has significantly increased due to the ability of geosynthetic reinforcements to minimize reflective cracks. However, the performance of the geosynthetic
Externí odkaz:
https://doaj.org/article/6bcbc76b33cb466484279104109114a7
Publikováno v:
E3S Web of Conferences, Vol 569, p 21004 (2024)
Due to the increasing use of geosynthetic pavement interlayers, such as geogrids, paving geocomposites, and paving mats in asphalt rehabilitation works, asphalt milling projects involving milling the geosynthetic layers will significantly increase in
Externí odkaz:
https://doaj.org/article/2f44dfe11c0f4926aa459fec947ff175
Publikováno v:
E3S Web of Conferences, Vol 569, p 28003 (2024)
Geosynthetic reinforced piled supported embankments have been widely used in recent years as a solution to embankments over soft soils. Geosynthetic-reinforced load transfer platforms (LTPs) have been used at the bottom of embankments to improve the
Externí odkaz:
https://doaj.org/article/8c5eb17cc2d444068edb823455a84dc2
Publikováno v:
E3S Web of Conferences, Vol 569, p 25003 (2024)
In this article we study the infiltration rate and flow characteristics of water through concrete-geocell liners by experimental and analytical means. Geocells filled with concrete have been used in the construction of many hydraulic works, such as s
Externí odkaz:
https://doaj.org/article/af1f5ecbe64b443f992b7d9ad163cb63
Autor:
Damians Ivan P., Rimoldi Pietro, Miyata Yoshihisa, Detert Oliver, Uelzmann Stefan, Hoelzel Michael, Kirchner Andreas, Bathurst Richard J., Naftchali Fahimeh M., Cengiz Cihan, Zornberg Jorge G., Morsy Amr M.
Publikováno v:
E3S Web of Conferences, Vol 368, p 03010 (2023)
This document provides a summary of the different topics presented at the Special Session organized by the International Geosynthetics Society (IGS) Technical Committee on Soil Reinforcement (TC-R). This Special Session brings together very interesti
Externí odkaz:
https://doaj.org/article/5dc18e1715334896ac86b0270f9e2765
Autor:
Zornberg Jorge G., Subramanian S.
Publikováno v:
E3S Web of Conferences, Vol 368, p 01003 (2023)
The governing mechanism associated with the stabilization of unbound aggregate layers in pavements is lateral restraint. Reproducing this mechanism in the laboratory maybe challenging because, while the original loading source is cyclic (traffic), la
Externí odkaz:
https://doaj.org/article/3c9441caaf0e47408826a7307b95e364