Drainage system of prambanan temple yard using no-fine concrete of volcanic ash and bantak Merapi

Ahmad Rifa'i, Nor Puji Lestari, Noriyuki Yasufuku

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

This paper focuses on the potential utilization of volcanic ash and coarse volcanic slag for no-fine concrete for drainage structure of Prambanan temple yard. This material produced from volcanic eruption also becomes environmental important issues as waste material if it is not effectively reduced or reused. Coarse volcanic slag is commonly known by local people as Bantak. The experimental study was conducted to determine engineering properties of no-fines concrete materials and discharge capacity of drainage system was calculated to identify the optimal dimensions of the drainage channel. In addition, a numerical analysis was carried out using SAP2000 and Plaxis to control structure stability. Based on numerical and experimental study, the utilization of no-fine concrete from volcanic ash and bantak by using certain mix design can be used as a porous drainage structure. By utilizing the eco-friendly material as structural material, the originality of the building will not be disturbed.

Original languageEnglish
Pages (from-to)2499-2505
Number of pages7
JournalInternational Journal of GEOMATE
Volume11
Issue number3
Publication statusPublished - Jan 1 2016

Fingerprint

Ashes
volcanic ash
drainage systems
Drainage
Concretes
slags
Slags
drainage
slag
Waste utilization
experimental study
drainage channels
geotechnical property
Numerical analysis
engineering
volcanic eruption
material
drainage system

All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology
  • Soil Science

Cite this

Drainage system of prambanan temple yard using no-fine concrete of volcanic ash and bantak Merapi. / Rifa'i, Ahmad; Lestari, Nor Puji; Yasufuku, Noriyuki.

In: International Journal of GEOMATE, Vol. 11, No. 3, 01.01.2016, p. 2499-2505.

Research output: Contribution to journalArticle

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