scholarly journals Coconut fiber strength test as a potential to prevent landslides on badlands

Author(s):  
M Suhendra ◽  
H Yunita ◽  
S M Saleh
2013 ◽  
Vol 387 ◽  
pp. 105-109 ◽  
Author(s):  
Jing Hai Zhou ◽  
Lin Cheng ◽  
Wei Dong

This paper studies on the waste fiber strength test of 88 concrete beams crack , the beams section-dimension are 100mm×100mm and length 500mm. Research on recycled aggregate replacement ratio, the waste fiber length and incorporation, the crack height-ratio effect on fracture toughness of concrete. The result indicates that the waste fibers can effectively limit extension and perforation of crack of recycled aggregate, increasing the ductility of concrete, enhancing fracture properties of concrete and conducive to the improvement of fracture toughness of concrete.


2020 ◽  
Vol 7 (1) ◽  
pp. 45
Author(s):  
Syamsul Hadi ◽  
Bangkit Agung Sudrajat

The wood demand for construction, buildings and furniture is always increasing, while the availability of wood continues to decline with the growth of the wood industry. The purpose of this study was to determine the best flexural strength of the variation of composite board resin material with filler fibers of Coconut Fiber and Corn Husk (CFCH) with comparative specimens of particle boards and Sengon wood. Preparation of composite specimens from Yucalac 157 BQTN-EX polyester resin type added by CFCH fillers with different weight fractions, composite specimens were made accordance with ASTM-D 7264 standard size. Analysis of test data using One-wayAnova  approach. The best percentage results on the composition of the weight of the hanging rackcomposite with the ratio of filler CFCH was 4.5%: 4.5% (1: 1) with 91% hardener resin, and the weight fractions of CFCH was affected to the flexural strengthcomposite, because Fcalculated> Ftable (15.05 > 5.14).


2019 ◽  
Vol 17 (1) ◽  
pp. 65
Author(s):  
Muhammad Arsyad ◽  
Jeremiah Ritto ◽  
Abdul Rachman ◽  
Dewi Rachma Ayu Lestari ◽  
Edyson Palembangan

The aim of this research are to design and to make natural fiber tensile strength test as well as to recognize the characteristics of natural fiber. The specimen testing is done using ASTM 3379-02 standard. The methods that we used are designing, making, assembling and testing. This equipment is designed simply by using water as a load. When used, the water continues to be flowed to the reservoir which is connected in such a way that the fiber breaks. When the fiber breaks, the mass of water is weighed as a burden which causes the fiber to break. Tensile strength of the results of testing equipment is 282.35 N/mm2 compared with the tensile strength of the results of the tensile test equipment at UNM 186.42 N/mm2 and the value of the tensile strength of the literature 284.08 N/mm2. The value obtained is between the tensile strength of the results of the UNM tensile test equipment with the tensile strength of the literature. According to these results it was concluded that the tensile test equipment made can be used to determine the tensile strength of natural fibers, one of which is coconut fiber. The natural fiber tensile test equipment can be used to determine the tensile strains of coconut fiber.


1983 ◽  
Author(s):  
Terrence J. Stobbe ◽  
Ralph W. Plummer ◽  
Donald P. Shreves

Author(s):  
Harshkumar Patel ◽  
Yogesh Patel

Now-a-days energy planners are aiming to increase the use of renewable energy sources and nuclear to meet the electricity generation. But till now coal-based power plants are the major source of electricity generation. Disadvantages of coal-based thermal power plants is disposal problem of fly ash and pond ash. It was earlier considered as a total waste and environmental hazard thus its use was limited, but now its useful properties have been known as raw material for various application in construction field. Fly ash from the thermal plants is available in large quantities in fine and coarse form. Fine fly ash is used in construction industry in some amount and coarse fly ash is subsequently disposed over land in slurry forms. In India around 180 MT fly is produced and only around 45% of that is being utilized in different sectors. Balance fly ash is being disposed over land. It needs one acre of land for ash disposal to produce 1MW electricity from coal. Fly ash and pond ash utilization helps to reduce the consumption of natural resources. The fly ash became available in coal based thermal power station in the year 1930 in USA. For its gainful utilization, scientist started research activities and in the year 1937, R.E. Davis and his associates at university of California published research details on use of fly ash in cement concrete. This research had laid foundation for its specification, testing & usages. This study reports the potential use of pond-ash and fly-ash as cement in concrete mixes. In this present study of concrete produced using fly ash, pond ash and OPC 53 grade will be carried. An attempt will be made to investigate characteristics of OPC concrete with combined fly ash and pond ash mixed concrete for Compressive Strength test, Split Tensile Strength test, Flexural Strength test and Durability tests. This paper deals with the review of literature for fly-ash and pond-ash as partial replacement of cement in concrete.


2014 ◽  
Vol 9 (3) ◽  
pp. 139-150 ◽  
Author(s):  
Ildikó Buocz ◽  
Nikoletta Rozgonyi-Boissinot ◽  
Ákos Török ◽  
Péter Görög

Author(s):  
Key Fonseca de Lima ◽  
Nilson Barbieri ◽  
Fernando Jun Hattori Terashima ◽  
Vinicius Antonio Grossl ◽  
Nelson Legat Filho

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