scholarly journals Mechanical properties of porous concrete and design recommendation for low traffic road pavement in Indonesia

2021 ◽  
Vol 794 (1) ◽  
pp. 012003
Author(s):  
G Ramadhan ◽  
F Muslim ◽  
L Sagita
2021 ◽  
Vol 266 ◽  
pp. 121074
Author(s):  
Yi Zhang ◽  
Hui Li ◽  
Ahmed Abdelhady ◽  
Jie Yang ◽  
Hanbing Wang

2015 ◽  
Vol 1113 ◽  
pp. 135-139 ◽  
Author(s):  
Mohd Yusak Mohd Ibrahim ◽  
Putra Jaya Ramadhansyah ◽  
Hainin Mohd Rosli ◽  
Mohd Haziman Wan Ibrahim ◽  
M.N. Fadzli

The high percentage of porosity in porous concrete pavement tends to decrease its strength. In concrete industry, nano silica is one of the most popular materials that will improve the properties of cementitious materials. This paper, prepared to review the effect of nano silica in cement paste and mortar related to porous concrete pavement. It was found that, by incorporating nano silica with the right composition in cement paste and mortar, it will improve their mechanical properties. By incorporating nano silica in the mixture, it can be predicted that the strengthening effect of nano silica would be further enhanced in porous concrete because the nano silica improve not only the cement paste, but also the interface between paste and aggregate.


2020 ◽  
Author(s):  
HYUN KYU PARK ◽  
Hyuk Lee ◽  
Vanissorn Vimonsatit

Abstract Road failures are often caused by structural weaknesses, and particularly unsealed roads are vulnerable to water as water easily flows into road structures. Moisture susceptibility of materials is an important aspect when pavements are designed as moisture can weaken bonds between aggregates. Pindan soil is a red soil, known as a soft and moisture sensitive soil. Polymer stabilisers have been proved that they can improve soil mechanical properties by providing an internal waterproofing. Studies of the polymer-Pindan soil stabilisation have been focused on engineering performances, but literature shows little information on the fundamental information of Pindan soil. This project focuses on fundamental information of Pindan soil and its improved performances using polymer stabilisers. Plastic index, specific gravity and particle size distribution were tested to obtain the basic properties. Compaction, Unconfined Compressive Strength and California Bearing Ratio tests were performed to determine the mechanical properties. The chemical property was examined using X-ray diffraction. Furthermore, the waterproof effect of the polymers on the stabilised Pindan soil was investigated from capillary rise tests. In addition, the mechanical properties of individual soil grains were investigated using nanoindentation tests. The materials used for this investigation primarily consisted of Pindan soil collected in Broome, Western Australia, and three polymer products manufactured in Australia. Based on the results, it is evident that the failure behaviour, strain and strength as well as the basic properties of the soils are affected and changed by the Polymer stabilisers. The type of polymer influenced the optimum moisture contents and strengths rather than the amount of polymer. Similarly, Nanoindentation technology provided various information such as elastic modulus, hardness, packing density, stiffness, cohesion and fracture toughness of soils at nano-scales. Polymers can reduce water ingress and minimise moisture in the pavement structures. Thus, the structures can maintain its strength and prevent deformation, which will increase the lifetime of unsealed pavements.


Author(s):  
ATSUSHI SHIMABUKURO ◽  
YUICHI FUJITA ◽  
TAKAHIRO TAMURA ◽  
TAKEYOSHI IKEMURA

In Japan, the use of concrete pavements gradually decreased since the 1960s owing to the fact that they require some days to cure. However, recent research revealed that concrete pavements are effective for the Life Cycle Cost and the heat island phenomenon. A novel method of making concrete pavements, with which the traffic can be opened after only one-day curing, has been proposed in Japan. Furthermore, authors have developed porous concrete for road pavement, which can also cure in one day. This study proposes a new design method to reduce the production cost of porous concrete. To achieve this, the high early-strength Portland cement was replaced with ordinary Portland cement and coarse aggregate of various sizes with a single-sized coarse aggregate. Various tests revealed that the concrete prepared by the proposed design method satisfies the standard values of the bending strength and the permeability coefficient for concrete pavement for early traffic opening. Therefore, it is considered that the design method proposed herein is vital in reducing the cost of porous concrete pavements.


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