PENINGKATAN DAYA DUKUNG PONDASI DANGKAL DENGAN MENGGUNAKAN CERUCUK SUATU STUDI MODEL
:
https://doi.org/10.9744/ced.2.2.pp.%2092-95Abstract
“Cerucuk” are widely used in foundation engineering to increase bearing capacity of the foundation and reduce the settlement. In order to study the behavior of the cerucuk some laboratory tests have been conducted on foundation model using bamboo sticks as cerucuk. Three positions of cerucuk namely, vertical, inclined and combination of vertical-inclimed are tested. Based on the test result, it is concluded that 60% increase of bearing capacity is achieved by inclined cerucuk, 37% by vertical cerucuk and 33% by combination of vertical-inclined cerucuk.Abstract in Bahasa Indonesia :
Cerucuk banyak dipakai untuk meningkatkan daya dukung pondasi dan mengurangi penurunan yang akan terjadi. Untuk mengetahui perilaku pondasi dengan cerucuk tersebut, telah dilakukan penelitian berupa test pembebanan pada suatu model pondasi dengan menggunakan “biting” bambu sebagai cerucuk. Tiga macam pemasangan cerucuk yaitu tegak, miring dan kombinasi tegak miring dilakukan pada test tersebut. Hasil percobaan menunjukkan adanya peningkatan daya dukung tanah sebesar 60% oleh cerucuk miring, 37% oleh cerucuk tegak dan 33% bila dipakai kombinasi tegak miring.
Downloads
Published
2004-06-02
How to Cite
Tjandrawibawa, S. (2004). PENINGKATAN DAYA DUKUNG PONDASI DANGKAL DENGAN MENGGUNAKAN CERUCUK SUATU STUDI MODEL. Civil Engineering Dimension, 2(2), pp. 92-95. https://doi.org/10.9744/ced.2.2.pp. 92-95
Issue
Section
Articles
License
Authors who publish with this journal agree to the following terms:- Authors retain the copyright and publishing right, and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- 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 acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) followingthe publication of the article, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).