Results 11 to 20 of about 8,986 (93)
Backcalculation of pavements incorporating Grouted Macadam technology [PDF]
Applying cement grout with a high compressive strength to a porous layer made of asphalt concrete results in a pavement with the properties of an intermediate type that combines the characteristics of both flexible and rigid pavements. This solution is known as Grouted Macadam (GM).
Andrzej Pożarycki +3 more
openaire +3 more sources
The effectiveness of grouted macadam at intersections. : A life-cycle cost analysis
Intersections often experience severe rutting in the asphalt concrete layers due to slow moving, high loads, acceleration, deceleration and turning. This thesis aims to investigate the effectiveness of grouted macadam, open graded asphalt with its voids filled with cement grout, as a pavement material at intersections.
Jacobsen, Sofie
core +4 more sources
A simple approach to the design of pavements incorporating grouted macadams [PDF]
Grouted macadams form a semi-flexible class of composites whose behaviour lies somewhere between concrete and conventional asphalt materials, having both excellent rut resistance and a degree of flexibility. This paper presents a series of pavement design computer simulations, based on results obtained from laboratory fatigue and stiffness tests on ...
Oliveira, Joel +3 more
core +3 more sources
Research on Fatigue Model of Semi‐Rigid Base Asphalt Pavement before and after Polymer Grouting
To improve the service life of a semirigid base asphalt pavement and prolong its service cycle, it is imperative to conduct long‐term performance research before and after pavement disease repair. This study proposes a fatigue damage model for pavement and polymer materials and uses the finite element method to establish a three‐dimensional numerical ...
Bei Zhang +8 more
wiley +1 more source
In this study, the self‐developed grouting mold was used to study the heat release characteristics of different density polymer grouting material under different temperature conditions. The spatial distribution characteristics of the frozen soil subgrade temperature field under the effect of polymer grouting repair were analyzed.
Bei Zhang +6 more
wiley +1 more source
Assessing and Improving the Performance of Grouted Macadam
There are many road defects appear in flexible pavement layers. Rutting, raveling and cracks are considered the main problems in Egypt. Using grouted macadam system as a surface asphaltic layer (or called Semi-Flexible Pavement (SFP)) has many advantages such as saving the natural asphalt and enhancing the performance against deteriorations.
Momtaz M. Othman +2 more
openaire +1 more source
Analysis of Shaft‑Grouted Piles Using Load‑Transfer Method
A new algorithm based on the load-transfer method is presented in this study to determine the behavior of bored piles that are strengthened by shaft grouting (shaft-grouted piles).
Lai, Van Qui +2 more
core +1 more source
Prediction of tunneling induced soil deformation is an important issue in the design of tunnels constructed in the densely populated urban areas. In this paper, commercial FEM software 3D ABAQUS is adopted to simulate the behavior of soil caused by tunneling under vehicle loads in the coastal reclamation area. A field case study was also carried out to
Baoping Zou +7 more
wiley +1 more source
Effects of Aggregate Gradation on the Physical Properties of Semiflexible Pavement
Semiflexible pavement (SFP), a composite pavement, is formed by filling into a very open porous asphalt skeleton a specifically designed water consistency fluid mortar with a very high early and 28‐day strength. The amalgamation of both components will produce a SFP where it will replace the conventional wearing course.
Nadiah Md. Husain +4 more
wiley +1 more source
Cement Grouted Bituminous Macadam (CGBM) is a semi-flexible pavement material that combines the benefits of both flexible and rigid pavements. While CGBM demonstrates excellent rutting resistance compared to conventional bituminous mixes, its fatigue ...
Biswabikash Rout +3 more
doaj +1 more source

