Substantiation of Calculation Procedure of Rigid Pavement with Reinforced Base
The paper considers problems arising due to action of transport load on cement-concrete pavement. Local soil slump with formation of cavities takes place under longitudinal joints. This actioncauses a plate vibration. In order to reinforce the construction it is proposed to arrange local fixing with...
Main Author: | Yu. G. Babaskin |
---|---|
Format: | Article |
Language: | Russian |
Published: |
Belarusian National Technical University
2004-12-01
|
Series: | Nauka i Tehnika |
Online Access: | https://sat.bntu.by/jour/article/view/1543 |
Similar Items
-
Calculation criteria for road pavement evenness. Part 1: substantiating the flatness standards of asphalt concrete pavement
by: V.N. Gercog, et al.
Published: (2015-09-01) -
Development of New Thickness Design Procedures for Rigid Airfield Pavements
by: Piin-Kung Jeng, et al.
Published: (1999) -
Performance of the Steel Fibre Reinforced Rigid Concrete Pavement in Fatigue
by: Chee Keong Lau, et al.
Published: (2020-10-01) -
Alternative Formula for Rigid Pavement Stress Calculation in Corner Load Conditions
by: Saverio Olita, et al.
Published: (2020-12-01) -
THE PROGRAM OF NON-RIGID PAVEMENT COMPUTER-AIDED CALCULATION УКРРДО 15
by: I. Musiienko
Published: (2016-06-01)