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The paper aims to construct a method to simulate the relationship between the parameters of soil properties and the area of sliding mass of the true slip surface of a landslide.

The smoothed particle hydrodynamics (SPH) algorithm is used to calibrate a response surface function which is adopted to quantify the area of sliding mass of the true slip surface for each failure sample in Monte Carlo simulation. The proposed method is illustrated through a homogeneous and a heterogeneous cohesive soil slope.

The comparison of the results between the proposed method and the traditional method using the slip surface with minimum factor of safety (FS_min) to quantify the failure consequence has shown that the landslide risk tends to be attributed to a variety of risk sources, and that the use of a slip surface with FS_min to quantify the consequence of a landslide underestimates the landslide risk value. The difference of the risk value between the proposed method and the traditional method increases dramatically as the uncertainty of soil properties becomes significant.

A geotechnical engineer could use the proposed method to perform slope failure analysis.

The failure consequence of a landslide can be rationally predicted using the proposed method.

The purpose of this paper is to determine the potential landslide of Maninjau area.

A literature review and field investigation were undertaken to determine the potential landslide of Maninjau area. The field study includes the physical and mechanical properties of the soil in Maninjau area.

The Maninjau Lake area is very prone to landslides. Landslides in Maninjau may happen especially for slopes more than 40 per cent. The action plan must be done as well as the installation of the early warning equipment in the landslide-prone areas and re-plantation on critical ground.

The paper is very specific as it attempts to discover how prone Maninjau area is to landslides.

The purpose of the paper is to present a new method of controlling through susceptible slopes in order to reduce the risk of landslides.

Geotechnical and geological characteristics were collected and different FEM analyses were carried out in a case study of the Alasht valley in Northern Iran in order to determine susceptibility to landslides and consider appropriate countermeasures. Gravel drain piles have a real feel of reducing the pore water pressure in times of seismic loading, so they are used as a remediation method. The results clearly show their effects and an increase in safety as a result.

Since the water table situation has a significant effect on stability, the present study focused on an example of using a seepage controlling system and its effect on the safety factor for different slopes in the area of Alasht, Northern Iran. Several FEM analyses were carried out on a landslide susceptible case. The results from FEM analysis of different slopes in the study area show a high susceptibility to landslides for six sites. Installing a gravel drain pile surrounded by a non‐woven geotextile layer leads to an increase in the safety factor against landslides. As a result, after installing gravel drain piles in the upper parts of slopes in order to control run out and ground water rising up in times of heavy rainfall, the safety factor against landslides in both static and seismic loading improved significantly.

The literature regarding controlling seepage in order to reduce the risk of landslides is limited. This paper collects and analyses geotechnical and geological data from the Alasht valley as an example to show the high risk of susceptibility to landslides.

Research has been conducted to analyze the landslide in Banaran area, Ponorogo Regency. The landslides occurred on April 1, 2017. This study was conducted to know the subsurface conditions in the Banaran area to analyze the disaster mitigation efforts. The mitigation efforts are made to reduce the risk from landslides and possible landslides.

The method used is the geo-electric resistivity method of Wenner–Schlumberger configuration. The research was conducted in three villages namely Banaran Village, Bekirang Village and Mendak Village.

There are 12 resistivity measuring points with a track length of 410 m and a space of 10 m. The measured resistivity range is between 1.42 Ω.m and 67.500 Ω.m. The resistivity data and the local geological maps interpreted that the rocks in the Banaran area consist of clay, tuff lapilli, volcanic breccia and andesite lava. The landslide area begins at a depth of 8–35 m below the surface which is interpreted as tuff. Also, the thickness of the landslide material and the slope is = 400 which supports the occurrence of a more prominent landslide. The results of the parameter scoring of the landslide-prone areas indicated that the research area is very vulnerable to a landslide. The results of the interpretation indicate that the geo-electric resistivity method can provide a good overview for conducting landslide analysis, that is field slippage and potential material thickness occurrence landslide.

This article is very specific as it attempts to discover how prone Banaran are is to landslide.

Landslides are common occurrences in the US West. Some of these events cause injury and even death to visitors to these landscapes. Investigates changes in visitor perceptions of the likelihood and location of landslide events in Glacier National Park, Montana, in the wake of a series of hazardous debris flow occurrences. The initial surveying was completed at the Logan Pass Visitor Center on 17 July 1998 using a specially created survey. On 28 July 1998, a series of debris flows crossed Going‐to‐the‐Sun Road and trapped several cars between flow deposits. The road was blocked for more than 24 hours as debris was cleared. In an attempt to examine perception differences after the slide event visitors were resurveyed at the same location on 30 July 1998. Results from statistical analyses and maps created from the survey revealed no significant changes in public perception of danger to self from landslides, nor in the perceived locations of where landslides may occur.

Mass movements, especially landslides, are a recurring natural phenomenon and are an integral part of any geological/geomorphological cycle of landform development through sequential development of slopes in any elevated region and especially in young fold mountain chains. The purpose of this paper is to develop and evolve cheap, affordable, environment friendly and ecologically sustainable techniques of landslide disaster management and prevention.

The study is based on extensive research and field observations of various landslide management projects over the past decade and includes an intensive review of literature from secondary sources.

Landslide management aims to facilitate, and as far as possible accelerate the ongoing process of development on a sustainable basis, by preventing (reducing) the loss of lives and property by applying modern science and technology and taking appropriate measures and safety precautions at the right place at the right time. Landslide management, even in the most developed countries, has suffered from lack of adequate financial resources. Bioengineering offers an environment friendly and highly cost and time effective solution to the slope instability problems in mountainous and hilly areas.

The paper aims to initiate and encourage research in the field of landslide management with the viewpoint that green technology is a clean and affordable technology (both financially and ecologically).

The paper shows that bioengineering is highly cost effective and has very high cost‐benefit ratio. Bioengineering techniques when used in combination with civil and social engineering measures reduce the overall cost of landslide mitigation considerably which is the key factor for developing nations. Bioengineering has a very high success rate and is much more sustainable, eco‐friendly and affordable than other available options.

Discusses the 1984 study review by the Department of the Environment of existing knowledge regarding landslipping in Great Britain. Reviews the background to the study and presents some of the general results. Concludes that knowledge of landslide distribution, character and significance remain surprisingly poor, that old (ancient) landslides are much more widely distributed in the landscape than previously thought, and that such old features present an important potential threat to buildings and structures because they can be reactivated if disturbed. Suggests that heightened perception of landslide hazard will lead to greater consideration of ground stability prior to developments, including increased use of various types of survey techniques that exist, and delimit areas of actual and potential instability.

The purpose of this paper is to introduce a simple and convenient method for the landslides study.

This study is based upon the individual case study of three past landslides which may probably prove fatal in the near future. It is useful for the measurement of the horizontal length, longitudinal length, altitude at different points and area of the landslide. These measurements are very helpful in calculating the valley side gradient, longitudinal gradient of the landslide scarp and the volume of the debris generated due to mass movement.

Reactivation of slope instability problems were found along these landslides spots, which will create havoc for the people and a problem for the administration in the near future.

The implication in the paper is that structural and non‐structural mitigation and management strategies are needed.

The paper aims to present a device devoted to detect and measure earth displacements produced by landslides. This device is an inclinometer type geotechnical instrument. It is widely known that landslides are categorized among the most destructive disasters that yearly produce huge damages and even human lives losses.

The principle of operation is based on measuring the deformation produced during soil layers sliding to a rod vertically mounted into the ground. The rod deformation is detected by highly sensitive strain gauges developed by authors using the stress impedance effect occurring in non-magnetostrictive magnetic amorphous microwires. The gauges are mounted in bridge configurations along the rod, beside the corresponding analogue and digital signal processing circuitry.

The landslide transducer is able to calculate the displacement of the soil layers at different levels of depth and the direction of the landslide. It has been tested in laboratory in terms of sensitivity and accuracy. A resolution of less than 1 mm has been achieved for displacement detection, whereas orientation may be calculated with about a maximum accuracy of less than 20 degrees.

Problems occurred in the manufacturing process of the gauges because of the quite large dispersion of the microwire parameters, as well as with gluing the gauges on the rod, that is compulsory to be well done, otherwise the gauges relaxation occurs with consequence in time stability decay.

With respect to other commercial devices, our inclinometer is characterized by high sensitivity and also by possibility of 3D measuring, it being able to gauge in depth the amplitude and orientation of the landslide.

Nepal is located in mountainous terrain in the Himalayan arc, where landslides are common and are the main cause of natural hazards. On 23 July 2002, daily rainfall of 300mm triggered a landslide of 9,000m³ at head valley of 39^o, which has quaternary unconsolidated gravel rock base coated with thin soil, tree species and shrubs. The landslide changed into debris flow and to flash flood. The average velocity was 30m/sec. and the equivalent friction angle of the materials was 28^o. A total of 16 people lost their lives in Matatirtha village, near to Kathmandu city and millions of properties were damaged. To minimize the disaster, warning system development of standards such as promotion of education level to people and preparation of hazard mapping are suggested.