BibTex Citation Data :
@article{MKTS19098, author = {Anas Puri}, title = {Analisis Numerik Perkerasan Sistem Pelat Terpaku Tiang Tunggal menggunakan Tiang Pipa Baja pada Tanah Lunak}, journal = {MEDIA KOMUNIKASI TEKNIK SIPIL}, volume = {25}, number = {2}, year = {2019}, keywords = {Soft clay, nailed-slab system, steel pipe pile, rigid pavement}, abstract = {All of the full-scale tests and numerical analysis of Nailed-slab System from previous researchers used massive reinforced concrete piles. This research will study the possibility of steel pipe pile as a replacement of massive reinforced concrete piles if there are available enough steel pipe piles. This research is aimed to study the behavior of single steel pipe pile Nailed-slab System on soft clay and the influence of pile length due to slab deflection and soil stresses. It was used the data from Puri (2015a) for a single massive reinforced concrete pile Nailed-slab. This massive reinforced concrete pile was replaced by a single steel pipe pile with similar and varied diameter which analyzed by the 2D finite element method. Results show that the steel pipe pile can be used as a “nail” at the Nailed-slab pavement system but by a larger dimension compared to the massive reinforced concrete pile. The maximum effective shear stress in soil did not reach undrained shear strength under a standard wheel load 40 kN. Generally, the soil was not failure.}, issn = {25496778}, pages = {171--179} doi = {10.14710/mkts.v25i2.19098}, url = {https://ejournal.undip.ac.id/index.php/mkts/article/view/19098} }
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