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Perencanaan Struktur Bawah Dan Approach Jembatan Joyoboyo Surabaya, Jawa Timur

  • Kusuma I
  • Lastiasih Y
  • Sari P
Jurnal Teknik ITS (2019) 8(1)
DOI: 10.12962/j23373539.v8i1.38972
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Abstract

… ???? + ???? (3) Dimana: Qult = Daya dukung ultimate pondasi tiang pancang Qs = Gesekan sepanjang keliling tiang pancang (friction). Qp = Daya dukung ujung tiang pancang (end bearing capacity). III. METODOLOGI …

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APA

Kusuma, I. G. A., Lastiasih, Y., & Sari, P. T. K. (2019). Perencanaan Struktur Bawah Dan Approach Jembatan Joyoboyo Surabaya, Jawa Timur. Jurnal Teknik ITS, 8(1). https://doi.org/10.12962/j23373539.v8i1.38972

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