Experimental Study on Internal and External Salt Attack from Seawater and Sea-Sand to Mortars

Author(s):  
Jikai Zhou ◽  
Xu He
Keyword(s):  
2013 ◽  
Vol 641-642 ◽  
pp. 574-577 ◽  
Author(s):  
Ying Tao Li ◽  
Ling Zhou ◽  
Mao Jiang ◽  
Yu Zhang ◽  
Jun Shao

In this paper, the mechanical property experiments of concrete based on the seawater and sea sand have been carried in different raw materials preparation and different conservation environments. The results show that the early strength and late strength of concrete based on seawater and sea sand are better than concrete based on freshwater and sand. There is no significant strength decreased for concrete based on seawater and sea sand under accelerated alternating wet and dry conditions. For concrete based on seawater and sea sand mixed with admixture, the downward trend of late strength is significantly delayed, the late strength of concrete based on the seawater and sea sand mixed with slag gets the most obvious growth trend, while the late strength of seawater and sea sand concrete mixed with fly ash gets the largest increment.


2019 ◽  
Vol 10 (1) ◽  
pp. 15-20
Author(s):  
Trio Mareta Jaya ◽  
Samsul Bahri ◽  
Makmun Reza Razali

This research is a new innovation to find alternative material to replace Portland cement filler by using sea sand. This study examined the effect of sea sand usage on Asphalt Concrete Binder Course (AC-BC) mixture with sea shifting variation of 25%; 50%; 75%, and 100%. This research is an experimental study in laboratory by using Marshall test method in the form of stability, melting, Marshall quotient (MQ), VMA, VFA, and VIM. To support the test results conducted in the laboratory research including physical examination of asphalt, aggregate, and filler. The results of this study obtained the value of Marshall characteristics for the best VMA is at 100% variation of 16.89%; The highest VFA value at 100% variation of 81,78%; The best VIM values are at normal conditions of 4.10%; The best density value in normal condition is 2.35 T/m³; The highest stability value under normal conditions of 1519.23 kg; The best flow rate is in the 25% variation of 4.52 mm; The highest MQ values are in normal condition of 453.21 kg/mm. The use of sea sand as filler in all variations can be used although not all Marshall characteristic variables are high in value compared with normal conditions without replacement. The more sea sand used as filler, the more asphalt content needed in a mixture, in this study the asphalt content increased 2% when compared with the condition without change


2021 ◽  
Vol 28 (7) ◽  
pp. 2193-2205
Author(s):  
Xun Su ◽  
Shi-ping Yin ◽  
Ying-de Zhao ◽  
Yun-tao Hua

2013 ◽  
Vol 647 ◽  
pp. 664-671
Author(s):  
Ho Jae Lee ◽  
Jong Suk Lee ◽  
Jang Hwa Lee ◽  
Do Gyeum Kim

It is necessary to compare the reinforced concrete’s performance degradation caused by the use of sea sand. This should be done by conducting long-term outdoor-exposure tests on the test pieces and deterioration acceleration tests on other test pieces with the same mix proportions. This will enable you to identify the relationship between the speed of deterioration by promotion tests and the deterioration speed in the natural environment.


2019 ◽  
Vol 38 (2) ◽  
pp. 193-203 ◽  
Author(s):  
Jian Zhang ◽  
Tugen Feng ◽  
Fuhai Zhang ◽  
Wenbin Li

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