@article{MAKHILLJEAS201914417424,
    title = {Slope Stability Assessment in Semarang Clay: Case Study in
Simongan Landslide 2016},
    journal = {Journal of Engineering and Applied Sciences},
    volume = {14},
    number = {4},
    pages = {1045-1050},
    year = {2019},
    issn = {1816-949x},
    doi = {jeasci.2019.1045.1050},
    url = {https://makhillpublications.co/view-article.php?issn=1816-949x&doi=jeasci.2019.1045.1050},
    author = {Rini,Untoro,Haryati and},
    keywords = {Landslide,slope stability,clay,Simongan,phenomenon,mechanism},
    abstract = {Indonesia is one of the tropical countries located on the equator which has high and sometimes
tendency to be extreme rainfall characteristic. Average rainfall in all regions of Indonesia ranges from 3000-3500
mm per year. This phenomenon causes Indonesia become a landslide prone country. Several cases of landslides
have occurred in the Semarang city, especially in Simongan area. Almost every year a landslide occurs in
Simongan area and it always causes a lot of losses. The purposes from this study was to figure out the
geotechnical properties of soil and conduct field investigation on the triggers of landslide and mechanism of
landslide analysis in the study area. In the area, the soil was composed of silt and clay. To complete all data
used in the analysis, field and laboratory testing were conducted.}
    }