A large number of field pullout tests on soil nails have been carried out to provide valuable information for enhancing the understanding of pullout resistance of soil-grout interface and for reliability evaluation of soil-nailed slopes. In this paper, a data set of 167 field pullout tests performed in 23 nailed completely decomposed granite cut slopes is used for a statistical evaluation of four factors influencing the pullout resistance of soil nails, namely overburden pressure, grout length, soil suction, and soil dilatancy. For the tests in which nails were pulled out, the measured pullout resistance is essentially independent of the effective overburden pressure. A bias factor r({*}) is defined as the ratio of the measured pullout resi...
The nail-soil interface shear strength is a key parameter in the design and stability assessment of ...
The use of soil nails for slope strengthening is one of the popular methods since 1980s due to the a...
The shear stress-displacement behavior and ultimate shear strength at the interface between the ceme...
Soil nailing is an in situ soil reinforcing technique adopted for stabilizing existing slopes in Hon...
The interface shear strength between a soil nail and the surrounding soil is required in the design ...
Soil nailing has been widely used in many places in the world in the last two decades because of its...
The pullout resistance and displacement performance of reinforcement have significant effects on the...
Soil Nailing is a technique for reinforcing soil in situ, increasingly utilised as an economical alt...
As a norm, most design engineers typically resort to theoretical and empirical approaches in order t...
An important and influential factor in design and determining the safety factor in Soil Nailing is t...
Soil nailing is the most popular technique for stabilizing newly formed and existing sub-standard sl...
During the past few decades, soil nailing has been widely used for stabilizing slopes and excavation...
Soil nailing is a widely used slope stabilisation technique using the passive intrusions-soil nails....
A laboratory study was conducted to investigate the behavior of soil nails embedded in loosely compa...
An innovative laboratory pull-out box is introduced in this paper. The design of the pull-out box, i...
The nail-soil interface shear strength is a key parameter in the design and stability assessment of ...
The use of soil nails for slope strengthening is one of the popular methods since 1980s due to the a...
The shear stress-displacement behavior and ultimate shear strength at the interface between the ceme...
Soil nailing is an in situ soil reinforcing technique adopted for stabilizing existing slopes in Hon...
The interface shear strength between a soil nail and the surrounding soil is required in the design ...
Soil nailing has been widely used in many places in the world in the last two decades because of its...
The pullout resistance and displacement performance of reinforcement have significant effects on the...
Soil Nailing is a technique for reinforcing soil in situ, increasingly utilised as an economical alt...
As a norm, most design engineers typically resort to theoretical and empirical approaches in order t...
An important and influential factor in design and determining the safety factor in Soil Nailing is t...
Soil nailing is the most popular technique for stabilizing newly formed and existing sub-standard sl...
During the past few decades, soil nailing has been widely used for stabilizing slopes and excavation...
Soil nailing is a widely used slope stabilisation technique using the passive intrusions-soil nails....
A laboratory study was conducted to investigate the behavior of soil nails embedded in loosely compa...
An innovative laboratory pull-out box is introduced in this paper. The design of the pull-out box, i...
The nail-soil interface shear strength is a key parameter in the design and stability assessment of ...
The use of soil nails for slope strengthening is one of the popular methods since 1980s due to the a...
The shear stress-displacement behavior and ultimate shear strength at the interface between the ceme...