EVALUASI PEMANCANGAN TIANG MENEMBUS TANAH BERLENSA DENGAN METODE PERSAMAAN GELOMBANG MENGGUNAKAN PROGRAM GRLWEAP

HIDAYAT, MOCHAMAD NUR (2021) EVALUASI PEMANCANGAN TIANG MENEMBUS TANAH BERLENSA DENGAN METODE PERSAMAAN GELOMBANG MENGGUNAKAN PROGRAM GRLWEAP. S1 thesis, Universitas Mercu Buana Jakarta.

[img]
Preview
Text (HAL COVER)
01 COVER.pdf

Download (409kB) | Preview
[img] Text (BAB I)
02 BAB 1.pdf
Restricted to Registered users only

Download (78kB)
[img] Text (BAB II)
03 BAB 2.pdf
Restricted to Registered users only

Download (935kB)
[img] Text (BAB III)
04 BAB 3.pdf
Restricted to Registered users only

Download (568kB)
[img] Text (BAB IV)
05 BAB 4.pdf
Restricted to Registered users only

Download (1MB)
[img] Text (BAB V)
06 BAB 5.pdf
Restricted to Registered users only

Download (22kB)
[img] Text (DAFTAR PUSTAKA)
07 DAFTAR PUSTAKA.pdf
Restricted to Registered users only

Download (64kB)
[img] Text (LAMPIRAN)
08 LAMPIRAN.pdf
Restricted to Registered users only

Download (11MB)

Abstract

In this study, the methods used to evaluate the construction of petir interchanges include pile capacity analysis using the API 2000 method, and pile driving simulation using the GRLWEAP program. The input parameters used are soil, pile, and hammer parameters. to get an estimate of the pile capacity and compressive stresses that occur during driving. The results of the analysis compared from the program will be compared with the pile capacity resulting from the dynamic loading test (PDA Test) and the load carried by the pile. Keywords: pile foundation, lens soil, GRLWEAP, Wave Equation Dalam penelitian ini, Metode yang digunakan untuk evaluasi konstruksi simpang susun petir antara lain dengan menggunakan analisis teoritis kapasitas tiang menggunakan metode API 2000, serta simulasi pemancangan tiang menggunakan program GRLWEAP. Input parameter yang digunakan berupa parameter tanah, tiang, dan hammer. untuk mendapatkan estimasi kapasitas tiang dan tegangan tekan yang terjadi saat pemancangan. Hasil analisis dibandingkan dari program akan dibandingkan dengan kapasitas tiang hasil uji pembebanan dinamik (PDA Test) dan beban yang dipikul oleh tiang pancang. Kata kunci: fondasi tiang, lapisan berlensa, GRLWEAP, Wave Equation

Item Type: Thesis (S1)
NIM/NIDN Creators: 41119110002
Uncontrolled Keywords: fondasi tiang, lapisan berlensa, GRLWEAP, Wave Equation
Subjects: 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan
600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: ADELINA HASNA SETIAWATI
Date Deposited: 29 Dec 2023 08:34
Last Modified: 29 Dec 2023 08:34
URI: http://repository.mercubuana.ac.id/id/eprint/85022

Actions (login required)

View Item View Item