Version 1
: Received: 29 December 2023 / Approved: 29 December 2023 / Online: 29 December 2023 (05:32:35 CET)
How to cite:
AYYAD, S. M. Coefficient of Lateral Soil Pressure When Using Reinforced and Unrein-Forced Piles Filled With Sand and Granite Grains for Strengthening Road Layers. Preprints2023, 2023122254. https://doi.org/10.20944/preprints202312.2254.v1
AYYAD, S. M. Coefficient of Lateral Soil Pressure When Using Reinforced and Unrein-Forced Piles Filled With Sand and Granite Grains for Strengthening Road Layers. Preprints 2023, 2023122254. https://doi.org/10.20944/preprints202312.2254.v1
AYYAD, S. M. Coefficient of Lateral Soil Pressure When Using Reinforced and Unrein-Forced Piles Filled With Sand and Granite Grains for Strengthening Road Layers. Preprints2023, 2023122254. https://doi.org/10.20944/preprints202312.2254.v1
APA Style
AYYAD, S. M. (2023). Coefficient of Lateral Soil Pressure When Using Reinforced and Unrein-Forced Piles Filled With Sand and Granite Grains for Strengthening Road Layers. Preprints. https://doi.org/10.20944/preprints202312.2254.v1
Chicago/Turabian Style
AYYAD, S. M. 2023 "Coefficient of Lateral Soil Pressure When Using Reinforced and Unrein-Forced Piles Filled With Sand and Granite Grains for Strengthening Road Layers" Preprints. https://doi.org/10.20944/preprints202312.2254.v1
Abstract
Abstract
Several studies have been conducted to strengthen weak road layers, regardless of whether they are un-der construction or are undergoing maintenance. Using substrates filled with different materials has proven effective for increasing the strength of these layers. In this study, I evaluated the coefficient of lateral soil pressure under various conditions when using reinforced and unreinforced piles filled with in-expensive material and the extent of their contribution to strengthening road layers. The results con-firmed that there was a difference in the coefficient of lateral soil pressure when the sand-filled piles were reinforced. The sand-filled piles were divided into several parts by arming. The maximum coeffi-cient of lateral soil pressure was 0.38 in the case of sand (1 mm) with reinforcement, whereas it was 0.29 in the same case without reinforcement as shown in Figure 1. The maximum coefficient of lateral soil pressure was 0.27 in the case of granite grain (2 mm) with reinforcement, whereas it was 0.17 in the same case without reinforcement. Moreover, the maximum lateral pressure coefficient was 0.26 in the case of granite grain (3 mm) with reinforcement, and it was 0.30 in the same case without reinforce-ment.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.