Kriteria Desain Dinding Penahan Pada Tanah Campuran

Authors

  • Dyah Wahyu Apriani Program Studi Teknik Sipil, Institut Teknologi Kalimantan, Balikpapan
  • Muhammad Hadid Program Studi Teknik Sipil, Institut Teknologi Kalimantan, Balikpapan

DOI:

https://doi.org/10.32497/wahanats.v24i2.1726

Keywords:

dinding penahan tanah, gerakan tanah, perkuatan tanah

Abstract

Retaining wall is one of the reinforcing techniques used to control soil movement. Reinforcement with retaining walls is relatively expensive so an efficient design is needed. Unfortunately, the guidelines for planning a retaining wall are limited. Analysis of design criteria was carried out on silt clay soil taken in the area of the Karang Joang Kalimantan Institute of Technology (ITK) area based on the dimension guide given by Hardiyatmo (2010) and Nakazawa, et al (1980) for safe slope height based on the type of retaining wall. The minimum criteria for cantilever type retaining walls with a slope height of 2-3 meters is the width of the TOE (A) = B / 3 meters, the base width retaining wall (B) = minimum of 0.7 H meters, the width of the upper wall (C) = 0.2 meters and wall thickness (D) = H / 10-H / 12 meters, while for slopes with a height of 4- 5 meters the safe dimension range is TOE (A) width = A / 3, slope width (B) is designed to be a minimum of 0.9 H meters, width of the wall (C) = minimum 0.2 meters and wall thickness (D) = H / 10-H / 12 meters. Gravity retaining wall has design criteria for slopes as high as 2-3 meters of A = D / 2-D meters, B is taken to a minimum of 0.7 H meters, a minimum C value of 0.3 m and D of H / 8 - H / 6 meters for slopes with a height of 2-3 meters, meanwhile for slopes with a height of 4-5 meters, B to a minimum of 0.9 H meters, with a value of A = D / 2-D meters, the C value is designed to be a minimum of 0.3 meters and D = H / 8 - H / 6 meters.

Author Biographies

Dyah Wahyu Apriani, Program Studi Teknik Sipil, Institut Teknologi Kalimantan, Balikpapan

Program Studi Teknik Sipil, Institut Teknologi Kalimantan, Balikpapan

Muhammad Hadid, Program Studi Teknik Sipil, Institut Teknologi Kalimantan, Balikpapan

Program Studi Teknik Sipil, Institut Teknologi Kalimantan, Balikpapan

References

Bowles, J. E., 1997, Foundation Analysis and Design, 5th Edition, Washinton D.C., Library of Congress Cataloging-in-Publication Data

Hansen, J. B., 1961, Earth Pressure calculation, Copenhagen, Denmark, Danish Technical Press,

Hardiyatmo, H.C., 2010, Analisis dan Perancangan Fondasi I, 1th Edition. Yogyakarta, Gadjah Mada University Press

Nakazawa, Kazuto dkk., 1980, Mekanika Tanah dan Teknik Fondasi, Jakarta, PT Pradya Paramita

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Published

2019-12-31