Experimental Study on the Reinforcement Treatment of Saline Soil Subgrade

2014 ◽  
Vol 587-589 ◽  
pp. 1145-1147 ◽  
Author(s):  
Li Jie Ma ◽  
Yu Liang Wang ◽  
Jin Yu Zhang

Using cement or lime and cement to solidify the local saline soil. The physical and mechanical properties were comparative analyzed of the curing chlorine saline soil with different ratio, through compaction test and CBR test. The best cure programuse is 6% lime and 6% cement for the saline soil.

2010 ◽  
Vol 168-170 ◽  
pp. 916-919
Author(s):  
Ke Fei Liu

Epoxy asphalt has fundamentally changed the thermoplastic of asphalt and endowed the asphalt with excellent physical and mechanical properties. This paper analyses the developing technical requirement of thermosetting epoxy asphalt and points out its main problems during preparation and application process. Aiming at the steel deck paving characteristics, the author has independently developed epoxy asphalt binder and tested its performances, the results have showed that this binder can meet the basic requirement of various pavings, and its further research are in process.


2019 ◽  
Vol 40 (8) ◽  
pp. 3140-3148
Author(s):  
Xuelong Fu ◽  
Zhengbo Ji ◽  
Wei Lin ◽  
Wei Liu ◽  
Yuebin Lin ◽  
...  

2010 ◽  
Vol 168-170 ◽  
pp. 1426-1431
Author(s):  
Zhi Qing Li ◽  
Zhen Dong Cui ◽  
Yan Ping Wang ◽  
Li Chao Wang ◽  
Duo Zhong

According to the typical loess in Shuozhou in Shanxi province, tests involved in compaction characteristics, shearing strength characteristics and disintegration are carried out by using loess and three kinds of improved loess, namely lime and fly-ash, lime and cement, cement and fly-ash. The best improved soil method is selected. The test results indicate that the compact hybrid structure is formed by fly ash and loess. The activity of fly ash is activated as a result of the lime mixing. A series of hydration reaction prompt the intensity of modified loess. And the physical and mechanical properties of improved loess are improved noticeably.


Author(s):  
Wojciech Sas ◽  
Andrzej Głuchowski ◽  
Jarosław Margielski

AbstractEstimation of physical and mechanical properties of cohesive soil stabilized by hydratized lime addition. Process of chemical stabilization of cohesive soils influences its mechanical properties, also in the case of soil cohesion. Road constructions consist of few layers which have various mechanical properties and this creates the need for better understanding the impact of chemical stabilization on soil as a layer of road. For the purposes of this article, tests were carried out in order to establish physical and mechanical properties, especially the penetrating resistance CBR test. The main aim of this paper was to estimate the cohesion of the soil, which was sandy-silty clay stabilized with hydrated lime


2020 ◽  
Vol 46 (12) ◽  
pp. 1215-1218
Author(s):  
A. A. Kuular ◽  
M. M. Simunin ◽  
T. V. Bermeshev ◽  
A. S. Voronin ◽  
S. S. Dobrosmyslov ◽  
...  

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