Претраживање
Приказ резултата 1-10 од 38
Using of ash and slag from power plants for embankments construction
(International Scientific Conference EMMFT 2018, 2018)
This paper presents the results of laboratory research of physical and
mechanical properties of fly ash and mixtures of fly ash and slag from landfills of
thermal power plants “Nikola Tesla” and “Kostolac” in terms of ...
Fine grained soil stabilization using class F fly ash with and without cement
(ICE Publishing, 2015)
This paper presents the results of laboratory research of high plasticity clay stabilization using non self-cementing class F fly ash (also known as pulverised fuel ash or PFA) with and without activator - cement. Fly ash ...
Алгоритам за нумеричку интеграцију конститутивних релација " HASP " модела за преконсолидоване глине
(Техничко решење М82, 2017)
Algoritam omogućava primenu elastoplastičnog "HASP" modela za prekonsolidovane gline u rešavanju interakcije konstrukcije i tla primenom metode konačnih elemenata kod proračuna geotehničkih konstrukcija. "HASP" model je ...
Landslide susceptibility assessment using SVM machine learning algorithm
(Engineering Geology, 2011)
This paper introduces the current machine learning approach to solving spatial modeling problems in the domain of landslide susceptibility assessment. The latter is introduced as a classification problem, having multiple ...
Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data
(Springer International Publishing, Cham, 2015)
In this research terrestrial LiDAR scanning has been used for building high-resolution point clouds of a rock slope site on the M-22 highroad near Ljig in Serbia. The scanning has been conducted in two epochs in the past ...
Landslide Susceptibility Analysis of Belgrade City Area
(Cham: Springer International Publishing, 2014)
Tracking of Slow Moving Landslide by Photogrammetric Data - Case Study
(Taylor & Francis Group, 2012)
Aerial photography is a very powerful tool for monitoring of slow moving landslides over
periods lasting for decades. They offer a synoptic view of landslide morphology and activity changing at different time intervals.This ...
The Mean Stress as the Governing Parameter in the Implicit GPM Stress Integration of Modified Cam-Clay Model
(Information Technology in Geo-Engineering, 2010)
An implicit computational governing parameter method (GPM) for stress integration of the modified Cam-Clay model is presented in the paper. In the previous studies, the increment of the mean plastic strain d epsilon(p)(m) ...
Bounding surface model for overconsolidated clays with new state parameter formulation of hardening rule
(Elsevier Ltd, 2017)
The paper presents a critical state bounding surface constitutive model for describing the behaviour of overconsolidated clays for a wide range of overconsolidation ratios, called the Hardening State Parameter - HASP model. ...
Strength of composite flysch samples under uniaxial compression
(Springer Verlag, 2018)
This paper presents the results of uniaxial compression strength tests performed on samples composed of sandstone and siltstone discs. Samples are loaded until failure, with the aim of determining the dependency between ...