Add to ORKGThe aim of this paper is to evaluate soil shear strength from the Dobkovicky landslide. The landslide was activated on June 6, 2013 after heavy rains and the D8 motorway, which was under construction at the time, was damaged. The laboratory tests were carried out on two types of soils, clay and tuff, both from the surface of the rupture. Critical and residual friction angles were evaluated on both types of soils
The selection of shear strength parameters for the design and repair of landslide is important and d...
In order to obtain the mechanical behaviour parameters of the red structured clays from the Danube- ...
Many significant landslide movements are often observed in the upper weathering zone of flysch, whic...
The aim of this paper is to evaluate soil shear strength from the Dobkovicky landslide. The landslid...
Critical and residual states are key soil conditions relevant to slope stability. Evaluating the ava...
Slopes in flysch deposits areas wide within Europe are highly prone to landslide occurrence. Dependi...
In this paper shear strength test results of soils from the surface layers of landslide slopes from ...
The study attempts to determine the in situ shear strength parameters of a stiff clay from a back an...
The work presents results of maximum and residual strength tests of six clayey soils from the landsl...
The paper describes the Stože landslide that occurred in western Slovenia in November, 2000. It pres...
Landslide research, specially in Japan, is in good progress in recent years. Because of the environm...
The reactivated landslide has been subjected to repeated sliding and recession since the geological ...
This paper presents a series of direct shear tests performed on a silty sand at three different grav...
The work presents results of maximum and residual strength tests of six clayey soils from the landsl...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
The selection of shear strength parameters for the design and repair of landslide is important and d...
In order to obtain the mechanical behaviour parameters of the red structured clays from the Danube- ...
Many significant landslide movements are often observed in the upper weathering zone of flysch, whic...
The aim of this paper is to evaluate soil shear strength from the Dobkovicky landslide. The landslid...
Critical and residual states are key soil conditions relevant to slope stability. Evaluating the ava...
Slopes in flysch deposits areas wide within Europe are highly prone to landslide occurrence. Dependi...
In this paper shear strength test results of soils from the surface layers of landslide slopes from ...
The study attempts to determine the in situ shear strength parameters of a stiff clay from a back an...
The work presents results of maximum and residual strength tests of six clayey soils from the landsl...
The paper describes the Stože landslide that occurred in western Slovenia in November, 2000. It pres...
Landslide research, specially in Japan, is in good progress in recent years. Because of the environm...
The reactivated landslide has been subjected to repeated sliding and recession since the geological ...
This paper presents a series of direct shear tests performed on a silty sand at three different grav...
The work presents results of maximum and residual strength tests of six clayey soils from the landsl...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
The selection of shear strength parameters for the design and repair of landslide is important and d...
In order to obtain the mechanical behaviour parameters of the red structured clays from the Danube- ...
Many significant landslide movements are often observed in the upper weathering zone of flysch, whic...