RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG

Ari Surya Bawono; Rizki Indianto; Indrastono Dwi Atmanto; Bambang Pardoyo

How to cite (IEEE): A. S. Bawono, R. Indianto, I. D. Atmanto, and B. Pardoyo, "RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG," Jurnal Karya Teknik Sipil, vol. 3, no. 4, pp. 890-908, Oct. 2014. [Online]. Retrieved from :

How to cite (APA): Bawono, A. S., Indianto, R., Atmanto, I. D., & Pardoyo, B. (2014). RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG. Jurnal Karya Teknik Sipil, 3(4), 890-908. Retrieved from https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673

How to cite (BCREC): Bawono, A. S., Indianto, R., Atmanto, I. D., Pardoyo, B. (2014). RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG. Jurnal Karya Teknik Sipil, 3 (4), 890-908 Retrieved from https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673

How to cite (Chicago): Bawono, Ari S., Rizki Indianto, Indrastono D. Atmanto, and Bambang Pardoyo. "RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG." Jurnal Karya Teknik Sipil 3, no. 4 (2014): 890-908. Accessed : April 26, 2024. https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673

How to cite (Vancouver): Bawono AS, Indianto R, Atmanto ID, Pardoyo B. RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG. Jurnal Karya Teknik Sipil [Online]. 2014 Oct;3(4):890-908. Retrieved from: https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673.

How to cite (Harvard): Bawono, A. S., Indianto, R., Atmanto, I. D., and Pardoyo, B., 2014. RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG. Jurnal Karya Teknik Sipil, [Online] Volume 3(4), pp. 890-908. Retrieved from: https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673 [Accessed : 26 Apr. 2024].

How to cite (MLA8): Bawono, Ari, Rizki Indianto, Indrastono Dwi Atmanto, and Bambang Pardoyo. "RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG." Jurnal Karya Teknik Sipil, vol. 3, no. 4, 13 Oct. 2014, pp. 890-908 , https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673. Retrieved : 26 Apr. 2024.

BibTex Citation Data :

@article{JKTS6673,
    author = {Ari Bawono and Rizki Indianto and Indrastono Atmanto and Bambang Pardoyo},
    title = {RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG},
    journal = {Jurnal Karya Teknik Sipil},
  volume = {3},
    number = {4},
    year = {2014},
    keywords = {landslides; slope stability; Fellenius method; plaxis},
    abstract = { Onshore espescially needed a prevention to sea water abration towards the  geomorfology of shore. The Ones of prevention is build a breakwater. Breakwater must be analyst for strong to prevent from sea water  pressure are come from the sea wave. That analyst include condition where on slope occured landslide are make The building collapse. On this analyst is settle The manual analysis of slope stability with  Fellenius method and Plaxis analisys for breakwater on sta 00+350 in Ports of  Batang Districs. Result of this analyst is generate 1.25 < Safety of Factor < 1.4 is determined that The slope stability on breakwater is safe but not stable and The handling solution based on construction is used The bore-pile foundation Ø800mm with depth 24 m from seabed and elevation step construction. },
   pages = {890--908}    url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673}
}

Refworks Citation Data :

@article{{JKTS}{6673}, author = {Bawono, A., Indianto, R., Atmanto, I., Pardoyo, B.}, title = {RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG}, journal = {Jurnal Karya Teknik Sipil}, volume = {3}, number = {4}, year = {2014}, url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/6673} }