CD Tugas Akhir

Studi Perbandingan Daya Dukung Pondasi Tiang Tunggal Menggunakan Data Cone Penetration Test (Cpt) Dan Data Laboratorium Tanah Di Kawasan Perumahan Indrapuri Kota Pekanbaru

---

The design of pile foundations requires accuracy in determining the soil bearing capacity in accordance with field conditions. This research was conducted to compare the bearing capacity of single pile foundations based on two types of data: Cone Penetration Test (CPT) results and laboratory soil test data. The study was carried out in the Indrapuri Housing area, Pekanbaru City. The analysis methods used include the Meyerhof method for CPT data, and the alpha (α) and beta (β) methods for laboratory data. The calculation results show that the highest ultimate bearing capacity was obtained using the Meyerhof method, reaching 198.9 tons, while the alpha method yielded 114.91 tons and the beta method yielded 117.47 tons. Based on these findings, CPT data is recommended for foundation design as it better represents actual soil conditions and improves calculation accuracy.
Keywords : Single Pile Bearing Capacity, Method Comparison, CPT Test, Laboratory Test

---

Ketersediaan

Informasi Detail

Judul Seri

-

No. Panggil

2207036650

Penerbit

Pekanbaru : Universitas Riau – F.TEKNIK – sipil., 2025

Deskripsi Fisik

-

Bahasa

Indonesia

ISBN/ISSN

-

Klasifikasi

2207036650

Tipe Isi

-

Tipe Media

-

Tipe Pembawa

-

Edisi

-

Subjek

TEKNIK SIPIL

Info Detail Spesifik

-

Pernyataan Tanggungjawab

daus

Versi lain/terkait

Lampiran Berkas

Komentar

---

Anda harus masuk sebelum memberikan komentar