Studi Pengaruh Tebal Tanah Lunak dan Geometri Timbunan terhadap Stabilitas Timbunan
DOI:
https://doi.org/10.21512/comtech.v6i2.2268Keywords:
embankment stability, soft soil, Slope/W, factor of safetyAbstract
The stability of embankment over soft soil is influenced by several factors such as subsoil and filling material properties, embankment geometry, ground water level and working load. This paper will present the analysis of influencing of soft soil thickness and embankment geometry to the stability of embankment. The analysis will be conducted using Slope/W by varying the thickness of soft soil and embankment geometry with certain embankment height and soft soil and fill material properties. The thickness of soft soil is varies in range of 2m to 15m, whereas the slope of embankment is varies in 4 condition i.e. 1:1 (vertical : horizontal), 1:1.5, 1:2, and 1:2.5, as well as the top width of embankment from 10m to 40m, with the output is factor of safety of embankment. The analysis result show the factor of safety is decreased when the top side of embankment is wider as well as when the slope of embankment is gentler. The analysis also show the influence of soft soil thickness to the embankment stability is limited to certain depth only that is in range of 7m to 10m, then the factor of safety remains constant.
Plum Analytics
References
Burman, S. P., Acharya, R. R., Sahay, D. M. (2015). A Comparative Study of Slope Stability Analysis Using Traditional Limit Equilibrium Method and Finite Element Method. Asian Journal of Civil Engineering (Bhrc), 16(4): 467-492.
Chakravarthi, V. K., Ramu K. (2011). Stability Of Basal Reinforced Embankment On Soft Soils-Effect of Fill and Soft Soil Thickness on Reinforcement Force. Proceeding of Indian Geotechnical Conference (Paper K.159)
Das, B. M., Sobhan, K. (2013). Principles of Geotechnical Engineering (8th edition). Global Engineering
Huang, Y. H. (2014). Slope Stability Analysis by Limit Equilibrium Method. ASCE Press
Krahn, J. (2014). Stability Modelling with Slope/W (An Engineering Methodology). GEO-SLOPE/W International, Ltd.
Downloads
Published
Issue
Section
License
Authors who publish with this journal agree to the following terms:
a. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License - Share Alike that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
b. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
c. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.
USER RIGHTS
All articles published Open Access will be immediately and permanently free for everyone to read and download. We are continuously working with our author communities to select the best choice of license options, currently being defined for this journal as follows: