Skripsi

ALTERNATIF PERENCAANA PONDASI CHIMNEY PADA INSTALASI PEMBANGKIT LISTRIK BATU BARA PT. PUSRI PALEMBANG

---

Penilaian

---

PT. Pupuk Sriwidjaja (PUSRI) revitalized PUSRI IIB manuf'acture to improve its productivity to fulfill the necessity of fertilizer in Indonesia. In response towards the situation, it requires new electricity instal lat ion. In other words, PT. Pusri built Steam Turbine Generator (STG) and coal boiler. STG and coal boiler are steam electricity which used coal as the main resource of STG and coal boiler with chimney. It has a function to spin the turbine by using the steam. On the chimney construclion, foundation is one of the most important part to distribute the structure load into the lower ground soil. The purpose of this research is to plan a saf e foundation t o the chimney construclion with square pilling foundation size 40 x 40 cm depth 24 m. Carrying capacity method used statistic formula of carrying capacity with NSPT test result. Based on the calculation of allowable capacity (QiZin) by those methods resulted Os method a and Qb valued 543.442 kN as the smallest O izin, and 1260.538 kN by NSPT result test as the biggest value of Qizitt- The number of used piles were 81 with 2m spaces interval of each piles. Pile efficiency (Eg) was 0.777 and carrying capacity group pile (Qg) = 34184.99 kN with safety factor 2.5. Carrying group pile ’s lateral (Hsg) = 17671.77 kN.

---

Availability

Inventory Code	Barcode	Call Number	Location	Status
1707000641	T130055	T130055	Central Library (References)	Available but not for loan - Not for Loan

Detail Information

Series Title

-

Call Number

T130055

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2016

Collation

xviii, 107 hlm. : ilus. ; tab. ; 28 cm

Language

Indonesia

ISBN/ISSN

-

Classification

624.107

Content Type

Text

Media Type

-

Carrier Type

-

Edition

-

Subject(s)

Prodi Teknik Sipil
Pondasi bangunan

Specific Detail Info

-

Statement of Responsibility

DS

Other version/related

File Attachment

Comments

---

You must be logged in to post a comment