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Journal : international conference on engineering and technology development icetd

Study of Gold Mine Tailings Utilization as Fine Aggregate Material for Producing Shotcrete Based on Concept of Green Technology Lilies Widojoko; Harianto Hardjasaputra; Susilowati SUSILOWATI
International Conference on Engineering and Technology Development (ICETD) 2014: 3rd ICETD 2014
Publisher : Bandar Lampung University (UBL)

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Abstract

Shotcrete is concrete that is applied by spraying. The use of shotcrete from year-to-year increase. Because sand is a material for the manufacture of shotcrete, the volume of sand will increase as well. Sand excavation on a large scale can lead to disruption of the environment. Reuse of tailings for shotcrete can reduce the volume of sand used. In addition, utilize waste materials will reduce the contamination surrounding environment. This study is a continuation of previous studies, that the use of tailings as conventional concrete manufacture. The results showed that the optimum tailings substitution of  25% both for conventional concrete or shotcrete. Laboratory studies conducted at the Civil Engineering Laboratory of University of Bandar Lampung and PT Semen Baturaja.  Research using a shotcrete equipment done in PT Natarang Mining, Way Linggo, Lampung. Type of admixture used is monomer composite material under the trade name Polcon. The compressive strength achieved in the laboratory was 32.7 MPa when not using Polcon as admixture. When using Polcon, the compressive strength reached 33.5 MPa. Crushing compressive strength of shotcrete in the field trial is 20.3 MPa. For studying the micro structure of tailings, cement, mortar with tailings 100%, 50% and without tailings, the Scanning Electron Microscopy micro photo are done.
Validation Study of Simplified Soil Mechanics Method Design with Kentledge Pile Loading Test of Bored Pile Lilies Widojoko
International Conference on Engineering and Technology Development (ICETD) 2012: 1st ICETD 2012
Publisher : Bandar Lampung University (UBL)

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Abstract

The use of static load testing in optimising design and providing verification of suitability and constructability continues to be unsurpassed in the foundation industry. Another purpose of that load testing is either to validate the design before construction and/or to check compliance with the specification during construction The aim of this paper is to validate the design by comparing the ultimate load of Kentledge bored pile loading test with the its design, using Simplified Soil Mechanics method. The difference between Kentledge loading test and Simplified Soil Mechanics method are 13 % and 25%, if the pile bearing ultimate capacity of Kentledge loading test is computed using Mazurkiewicz and Davisson MT method.