Experimental Study on the Dissociation Equilibrium of (CH4 + CO2) Hydrates in the (Quartz Sands + NaCl Solution) System

2019 ◽  
Vol 64 (12) ◽  
pp. 6041-6048
Author(s):  
Liang Mu ◽  
Qingyan Cui
2012 ◽  
Vol 55 (23-24) ◽  
pp. 7199-7206 ◽  
Author(s):  
Zhang Dan ◽  
Chong Daotong ◽  
Yan Junjie ◽  
Zhao Bingchao

2009 ◽  
Vol 104 (5) ◽  
pp. 276-284
Author(s):  
Itoe TAMURA ◽  
Naotatsu SHIKAZONO ◽  
Masataka NAKATA

Desalination ◽  
2018 ◽  
Vol 430 ◽  
pp. 56-63 ◽  
Author(s):  
Qingzhong Yang ◽  
Dan Zhang ◽  
Junjie Yan ◽  
Ting Liang

Desalination ◽  
2014 ◽  
Vol 335 (1) ◽  
pp. 9-16 ◽  
Author(s):  
Yousen Zhang ◽  
Jinshi Wang ◽  
Junjie Yan ◽  
Daotong Chong ◽  
Jiping Liu ◽  
...  

Desalination ◽  
2016 ◽  
Vol 392 ◽  
pp. 74-84 ◽  
Author(s):  
Yu Wang ◽  
Longwen Yu ◽  
Yousen Zhang ◽  
Dan Zhang ◽  
Qingzhong Yang ◽  
...  

2002 ◽  
Vol 31 (2) ◽  
pp. 77-86 ◽  
Author(s):  
Itoe TAMURA ◽  
Masataka NAKATA ◽  
Naotatsu SHIKAZONO ◽  
Hisahide HONMA

2021 ◽  
Vol 8 (3) ◽  
Author(s):  
Mohammed Jaber Al-Ani ◽  
Jinan Abdalameer

An experimental study was conducted to evaluate durability (compressive strength and mass loss%) in the modified sulfur concrete within aggressive environments. The modified sulfur concrete was prepared by adding recycled polymeric and filler materials that showed a noticeable enhancement for modified sulfur concrete characteristics. A durability comparison between modified sulfur concrete and traditional concrete was investigated at normal and aggressive environments (10% HCl and 3% NaCl). A cuboid shape with size (50 × 50 × 50mm) was used in this research to investigate the durability of both modified sulfur and traditional concrete. The modified sulfur concrete characteristics revealed high stable structure than traditional due to preventing a process of crystallization of sulfur that modified with polymer and fillers. The compressive strength was 10.87 – 22.5% increased for modified sulfur concrete compared to the traditional concrete at the normal environment. In the aggressive environments, the modified sulfur concrete illustrated high resistance strength compared to the traditional concrete. The comparison revealed a significant impact for 10% HCl and 3% NaCl on the traditional concrete. The compressive strength decreased between (88.78 – 96.17) % for traditional concrete compared to modified sulfur concrete in 10% HCl solution and (84.25 – 95.06) % in 3% NaCl solution. Furthermore, mass loss % of the modified sulfur concrete indicated high resistance compared to the traditional concrete in both 10% HCl and 3% NaCl solutions.


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