Now showing items 1-6 of 6
Evaluation Of Micro-Structural Damage Caused By Needle Penetration Testing
(Springer Heidelberg, 2012)
The needle penetrometer (NP) is a non-destructive, cheap and simple device which can be used indirectly to obtain the uniaxial compressive strength of extremely weak rocks. It requires little sample preparation and can be ...
Probabilistic Risk Assessment in Medium Scale for Rainfall-Induced Earthflows: Catakli Catchment Area (Cayeli, Rize, Turkey)
(Hindawi Publishing Corporation, 2011)
The aim of the present study is to introduce a probabilistic approach to determine the components of the risk evaluation for rainfall-induced earthflows in medium scale. The Catakli catchment area (Cayeli, Rize, Turkey) ...
Suggested Methods for Rock Failure Criteria: General Introduction
(Springer Wien, 2012)
Assessment of Landslide Susceptibility By Decision Trees in the Metropolitan Area of Istanbul, Turkey
(Hindawi Ltd, 2010)
The main purpose of the present study is to investigate the possible application of decision tree in landslide susceptibility assessment. The study area having a surface area of 174.8 km(2) locates at the northern coast ...
Improvement Of The Strength Of Ankara Clay With Self-Cementing High Alkaline Fly Ash
(Elsevier Science Bv, 2016)
Turkey's plants are fired by lignite, producing class C fly ash containing a high percentage of lime. Sulphate and alkali levels are also higher in class C fly ashes. Therefore, fly ash is, commonly, unsuitable as an ...
Investigation of Hydraulic Binding Characteristics of Lime Based Mortars Used in Historical Masonry Structures
(Iop Publishing Ltd, 2017)
In the historic masonry structures, hard and large rock fragments were used as the construction materials. The hydraulic binder material prepared to keep this used material in its entirety is a different material than the ...