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In this study a new testing method for indirect determination of Unconfined Compressive Strength (UCS) of the rock core samples is presented. As known, there are some methods for indirect estimation of UCS such as; point load (Is), Schmidt hammer, sonic velocity, block punch strength test etc. However point load testing method is widely used to estimate the UCS, there are many problems and limitations related to this method as reported in the recent literature. It was obtained that CST proposed in this paper namel...

As a foundation material, gypsum differs from other rocks in that voids may be found at almost any depth within the rock mass. Collapse structures in gypsum terrains are the most serious geological hazards because they can damage engineering structures, settlement areas, natural lakes, and allow infiltration of contaminant into the groundwater. Collapse and subsidence may occur in the course of time or suddenly and catastrophically. Presentation of engineering geological data in the form of a hazard map is a usefu...

Low rise buildings are particularly vulnerable to ground movements sourced from swelling and shrinking of the expansive clays. Geotechnical engineers have long recognized that Swelling of expansive clays caused by moisture variation may result in considerable damage to the overlying structures, and engineers should take them into the consideration. The literature contains a vast number of stabilizing techniques such as lime, cement, fly-ash for treatment of expansive clays. However the use of gypsum as a stabilizi...

Rockfalls are natural process of cliff and hillside erosion, can be simulated by the computer programs. They consist of large rock fragments from a cliff, or boulders from a slope that bounce, roll, and slide down a hillside and come to rest in a “runout” zone at or near its base. Rockfalls are a major hazard in rock cuts for highways and railways, and in mountainous terrain. Rockfalls are generally initiated by some climatic or biological event that causes a change in the forces acting on a rock. These events...

This case study presented herein describes and analyses the results of the detailed surveys of landslides caused by toe erosion in Avutmus district of Sebinkarahisar (Giresun-Turkey), based on field and laboratory measurements, monitoring and remote sensing data of the study area. Sebinkarahisar has been recognized as a landslide-prone area. Landslides in this area caused several hazards in the houses and farming areas. In view of landslide re-occurrence potential in this area and its close environ, understanding ...

This case study presented herein describes physically based susceptibility mapping in AvutmuЕџ-Sebinkarahisar (Giresun-Turkey) and its vicinity using the SINMAP model. Sebinkarahisar has been recognized as a landslide-prone area. Landslides in this area caused several hazards in the houses and farming areas. In view of landslide re-occurrence potential in this area and its close environ, understanding of the failure mechanism is highly crucial. In order to predict the future landslides in the area and its vicinity...

Landslides have a large quantity of the natural disasters world-wide, this trend will increase in the future due to increased urbanization and development. The creation of maps of susceptibility, danger and risk is very important for engineering geologists, geomorphologists and city planners. Although several techniques are available for landslide risk investigation, reliable susceptibility mapping of landslides is very difficult due to their complex nature. Techniques for susceptibility mapping such as; determini...

During the last 20 years, the northern and central part of the Kat county has been affected by many landslides. Especially in very wet years many landslides of different volumes occurred. These mainly affected the rocks which are well known for being prone to slope movements of many types of sizes. The bedrocks of the study area are metabasalts and sedimentary series. These rocks are overlain by younger alluvium and debris materials. Monitoring during the last seven years has indicated that the slopes are still ac...

Recently, numerous landslides occurred in the southern part of the \"Ozen Dam (Sivas-Turkey) threatening the spillway. Kinematical analyses showed that the potential slope instability direction is NW corresponding to the dominant slope directions. Geotechnical surveys confirmed the rock slopes are highly prone to instability, and failures occurred in the limits between basement rock and debris material in the alteration zone as a planar surface. Pre-existing failures, excavations in the toe of the slopes, low qual...