scholarly journals MIX DESIGN METHOD OF RECYCLED POROUS ASPHALT USING ASPHALT MORTAR

2008 ◽  
Vol 13 ◽  
pp. 97-105
Author(s):  
Hiroyuki NITTA ◽  
Itaru NISHIZAKI
Keyword(s):  
Design Method ◽  
Mix Design ◽  
Porous Asphalt ◽  
Asphalt Mortar

COMPARATIVE PERFORMANCE EVALUATION OF PMB and CRMB WITH PARTIAL REPLACEMENT OF BITUMEN (VG-30) USING MARSHALL MIX DESIGN METHOD-A REVIEW

2018 ◽  
Vol 5 (02) ◽  
Author(s):  
N. SATHEESHKANNA
Keyword(s):  
Performance Evaluation ◽  
Design Method ◽  
Mix Design ◽  
Partial Replacement ◽  
Comparative Performance

Waste generated from industries and from various places around us not only contains rubber or plastics but contains lot many harmful pollutants whichare hazardous if disposed continuously in open and leftto degrade in our environment.Our project aims to study properties of different materials which may help in utilising the waste as well as improve the quality of roads and make them efficient, stable, durable and long lasting. Some of the materials that we have studied and considered to be tested in the partial replacement of bitumen are PMB and CRMB.

The influence of porous asphalt mix design on raveling resistance

2019 ◽  
Author(s):  
Marijana Cuculić ◽  
Aleksandra Deluka Tibljaš ◽  
Fabian Vasić ◽  
Ivana Pranjić
Keyword(s):  
Mix Design ◽  
Porous Asphalt ◽  
Asphalt Mix

scholarly journals Effect of Inappropriate Binder Grade Selection on Initiation of Asphalt Pavement Cracking

2020 ◽  
Vol 12 (15) ◽  
pp. 6099 ◽  
Author(s):  
Rodgers Mugume ◽  
Denis Kakoto
Keyword(s):  
Quality Control ◽  
Design Method ◽  
Asphalt Pavement ◽  
Mix Design ◽  
Chemical Characteristics ◽  
Asphalt Production ◽  
Performance Grade ◽  
Temperature Ranges ◽  
Laboratory Investigations ◽  
Physical And Chemical

This paper is aimed at assessing in-service asphalt pavement cracking in order to fully understand its causes as well as reviewing the possible impact of implementing a new mix design method on failures observed. Field and laboratory investigations were conducted as well as a review of design and construction records. Substitution of a Performance Grade (PG) binder with straight run pen grade binder without performing independent Superpave PG verification tests greatly contributed to cracking. A 20/30 pen grade binder which was utilised had already undergone some change in its properties since its manufacture and therefore did not provide the required workability and crack resistance that it would otherwise have been expected to provide. Target mixing and compaction temperature ranges during construction were higher than those recommended confirming that the binder used had already undergone a change in its physical and chemical characteristics between the time of its manufacture and use. Additionally, a lapse in quality control and assurance during asphalt production and laying resulted in a highly voided wearing course which exacerbated the situation.

A Mix Proportion Design Method of Manufactured Sand Cement Concrete Based on Ultra-Filled

2013 ◽  
Vol 721 ◽  
pp. 420-424
Author(s):  
Guo Ju Ke ◽  
Bo Tian ◽  
Ji Liang Wang
Keyword(s):  
Design Method ◽  
Mix Design ◽  
Experimental Result ◽  
Cement Concrete ◽  
Manufactured Sand ◽  
Mix Proportion ◽  
Plasma Factor ◽  
The Rich

The paper presents a new concept of ultra-filled by studying of classical aggregate filling theory. To resolve the problem involved in mix design with ultra-filled theory, a mix proportion design method of manufactured sand cement concrete is established. By calculation and test, the paper works out the rich plasma factor K1 and K2 of pavement manufactured cement concrete and the experimental result shows that the method is feasible and reasonable.

scholarly journals Delivering Sustainable Solutions through Improved Mix and Structural Design Functions for Bitumen Stabilised Materials

2020 ◽  
Vol 2020 ◽  
pp. 1-10
Author(s):  
K. J. Jenkins ◽  
C. E. Rudman ◽  
C. R. Bierman
Keyword(s):  
Structural Design ◽  
Best Practice ◽  
Design Method ◽  
Design Procedure ◽  
Design Methods ◽  
Mix Design ◽  
Sustainable Solutions ◽  
Bitumen Emulsion ◽  
Design Function ◽  
Foamed Bitumen

The evolution of cold recycling using bitumen stabilisation technology has been supported by progressive research initiatives and best practice guidelines. The first generic guidelines for bitumen stabilised materials (BSMs) were published only in 2002. These guidelines provided a generic approach for the analysis of foamed bitumen and bitumen emulsion technologies. From that point, bitumen stabilisation became the common term for the inclusion of either of the two bituminous binders. The TG2 2nd edition guideline of 2009 took a bold step recognising the shear properties of the bitumen stabilised material (BSM) as the key performance indicators. In addition, advancements in structural design and application of BSMs provided practitioners with robust guidelines. The subsequent decade has provided an opportunity to interrogate data from more than 300 BSM mix designs and 69 LTPP sections. The data have led to research developments including significant new performance properties of BSMs, refined mix design methods, and updated new pavement design methods. This includes an entire design process that has been updated with a streamlined mix design procedure and a new frontier curve for the pavement number design method, as well as a new mechanistic design function. It is anticipated that the research findings and implementation of the newly developed technology will lead to improved application in BSM technology.

Improved mix design method for pervious concrete based on slurry layer thickness

2021 ◽  
pp. 1-10
Author(s):  
Wei Bian ◽  
Wanwan Liu ◽  
Xuekai Gao ◽  
Kunlin Ma ◽  
Yapeng Rong
Keyword(s):  
Layer Thickness ◽  
Design Method ◽  
Pervious Concrete ◽  
Mix Design ◽  
Slurry Layer
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