Spent coffee ground as supplementary fine aggregates to concrete paver block / by Justine Francis E. Goña and Mark Renzel M. Romea.
Material type: TextLanguage: English Publication details: Indang, Cavite : Cavite State University- Main Campus, 2019.Description: xxiv, 166 pages : illustrations ; 28 cmContent type:- text
- unmediated
- volume
- 624.153 G58 2019
- College of Engineering and Information Technology (CEIT), Department of Civil Engineering
Item type | Current library | Collection | Call number | Materials specified | URL | Status | Notes | Date due | Barcode |
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Theses / Manuscripts | Ladislao N. Diwa Memorial Library Theses Section | Non-fiction | 624.153 G58 2019 (Browse shelf(Opens below)) | Link to resource | Room use only | T-8540 | 00002429 |
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Thesis (Bachelor of Science in Civil Engineering) Cavite State University.
Includes bibliographical references.
College of Engineering and Information Technology (CEIT), Department of Civil Engineering
GONA, JUSTINE FRANCIS E. AND ROMEA, MARK RENZEL M. ,Spent Coffee Grounds as Supplementary Fine Aggregate to Concrete Paver Block. Undergraduate
Thesis. Bachelor of Science in Civil Engineering. Cavite State University, Indang Cavite. June 2019. Adviser. Engr. Roslyn P. Pefia
The main objective of the study is to evaluate the use of coffee ground as fine aggregates for concrete paver blocks. Specifically, it aimed to determine the physical
properties of spent coffee grounds; compare the compressive strength of paver block with different mix proportions of coffee grounds and sand in 7,14, and 28 days curing; compare the cost of commercially available concrete paver to paver with spent coffee grounds; determine the most economical mixture of concrete paver block using Spent Coffee Ground as partial substitute for fine aggregate and to observe the other effects of spent coffee grounds in concrete paving blocks. The study used five trial mix design of concrete with partial replacement of coffee grounds to sand which varies from 0 percent, 5 percent, 10 percent, 15 percent and 20 percent.
Different tests were used in evaluating the effects of different level of substitution of sand and coffee grounds in concrete paver block. These tests include fineness, gradation test, absorption capacity, moisture content, and density test (loose and compact) for coffee grounds. Slump test for freshly mixed concrete and compressive test for concrete blocks.
It is observed that coffee grounds had finely granulated particle size and smoother In texture compared to sand. Physically, it was also light in weight. Its observed appearance were dark brown in colour, uniform in shape and had a strong aroma. Coffee ground bored physical resemblance to sand, fine granular particles produced less friction and made the concrete more consistent and workable
Results revealed that treatment 1 with 5 percent coffee ground garnered the highest compressive strength among all substitution. This result is an implication that coffee ground and its level of substitution to sand affect the compressive strength of the
concrete block. As the amount of coffee ground substitution increases the compressive strength decreases. Nevertheless, the compressive strength of concrete paver blocks with coffee grounds did not meet the specified compressive strength for non-traffic grade concrete paving blocks requiring 8000 psi.
The mixture with the least cost was the control mix. It was rated Php 10.83 fo each piece of concrete blocks. Hence, the most expensive mix was the Treatment 4 with 20 percent coffee grounds which costs Php 23.65 for each piece of concrete block. Thus, as the amount of coffee ground increases, the cost also increases.
It has been recommended that alternative stabilization methods may be employed to increase the efficiency of coffee grounds until relevant strength benchmarks are met. Moreover, raw coffee grounds should not be subjected to oven drying; instead determining absorption capacity of coffee grounds should be carried out before adding amount of water computed in the concrete mix.
Submitted to the University Library 08/05/2019 T-8540