This paper describes an experimental investigation of a newly developed driven and grouted soil nail (x-Nail), which combines the capabilities of a purely frictional driven nail and a compaction-grouted nail. The innovative design allows the x-Nail to be driven into the ground with a latex balloon attached that is used subsequently for compaction grouting. A grout bulb is thus formed at the driven end of the nail to improve its pull-out resistance. For compaction grouting, a special type of additive-mixed cement grout was used in this investigation because of its zero bleeding and high bond strength. A series of pullout model tests was conducted to examine the performance of the x-Nail compared to a purely frictional soil nail. It was found...
Soil nailing is an in situ soil reinforcing technique adopted for stabilizing existing slopes in Hon...
Experimental results of a series of laboratory pullout tests on a new screw soil nail are presented....
WOS:000317528900094International audienceThe work reported is a feasibility study to evaluate the pe...
An innovative compaction-grouted soil nail was designed by injecting grout into a special latex ball...
A model test was conducted for a newly developed soil nail, the result of which was compared to that...
The use of pressure grouting techniques in the soil reinforcement system is frequent as it has many ...
A laboratory model test system was developed to study grouted nail-soil interactions under unsaturat...
This paper introduces a new soil nail pull-out box with full instrumentation for investigating the s...
The ultimate shear strength at the interface between the soil nail and surrounding soil is of practi...
An innovative laboratory pull-out box is introduced in this paper. The design of the pull-out box, i...
© 2018 American Society of Civil Engineers. A finite-element model was adopted to numerically simula...
ABSTRACT: The stabilisation of underground excavation faces is often achieved by soil nailing, that ...
The ultimate shear strength at the interface between the soil nail and surrounding soil is of practi...
© 2018, Springer-Verlag GmbH Germany, part of Springer Nature. A series of large-scale model tests w...
Abstract: Some aspects of the performance of two different techniques for the temporary support of a...
Soil nailing is an in situ soil reinforcing technique adopted for stabilizing existing slopes in Hon...
Experimental results of a series of laboratory pullout tests on a new screw soil nail are presented....
WOS:000317528900094International audienceThe work reported is a feasibility study to evaluate the pe...
An innovative compaction-grouted soil nail was designed by injecting grout into a special latex ball...
A model test was conducted for a newly developed soil nail, the result of which was compared to that...
The use of pressure grouting techniques in the soil reinforcement system is frequent as it has many ...
A laboratory model test system was developed to study grouted nail-soil interactions under unsaturat...
This paper introduces a new soil nail pull-out box with full instrumentation for investigating the s...
The ultimate shear strength at the interface between the soil nail and surrounding soil is of practi...
An innovative laboratory pull-out box is introduced in this paper. The design of the pull-out box, i...
© 2018 American Society of Civil Engineers. A finite-element model was adopted to numerically simula...
ABSTRACT: The stabilisation of underground excavation faces is often achieved by soil nailing, that ...
The ultimate shear strength at the interface between the soil nail and surrounding soil is of practi...
© 2018, Springer-Verlag GmbH Germany, part of Springer Nature. A series of large-scale model tests w...
Abstract: Some aspects of the performance of two different techniques for the temporary support of a...
Soil nailing is an in situ soil reinforcing technique adopted for stabilizing existing slopes in Hon...
Experimental results of a series of laboratory pullout tests on a new screw soil nail are presented....
WOS:000317528900094International audienceThe work reported is a feasibility study to evaluate the pe...