A landslide is a geological event involving a wide range of ground motions that leads to the
collapse of soil slope. The stabilization of these soil slopes is done by constructing retaining …

An investigation into the pullout response of helical soil nail using finite element subroutine
Plaxis 2D is presented. The numerical modelling of actual pullout response is achieved by …

An internal failure mode for a soil-nailed system consists of failure at nail heads, slope
facing, nail strength, along grout–soil interface and pullout failure. A better understanding of …

Soil nailing is a technique to facilitate the stabilization of an existing or a newly constructed
excavation/slope. With the development in field of infrastructure, transportation and other …

Soil nailing technique is widely used in stabilizing roadway and tunnel portal cut
excavations. The key parameter in the design of soil nail systems is the pull-out capacity …

This paper introduces an investigation using 3-D finite element method (FEM) and empirical
methods for prediction of pull-out resistance (skin friction) of ground anchors installed in soil …

Bu çalışmada öncelikli olarak, granüler zeminlerde, zemin çivisinin sıyrılma kapasitesinin
zeminin aşırı konsolidasyon derecesi ile nasıl değiştiği araştırılmıştır. Çalışma amacı …

abstract An internal failure mode for a soil-nailed system consists of failure at nail heads,
slope facing, nail strength, along groutesoil interface and pullout failure. A better …

Soil nailing technique is used as a retaining method for soil excavation and slope
stabilization. The effectiveness technique depends on various parameters such as pullout …