Strength Properties of Sand Reinforced with a Mixture of Organic Polymer Stabilizer and Polypropylene Fiber

2018 ◽  
Vol 30 (12) ◽  
pp. 04018330 ◽  
Author(s):  
Jin Liu ◽  
Yuxia Bai ◽  
Qiao Feng ◽  
Zezhuo Song ◽  
Jihong Wei ◽  
...  
2019 ◽  
Vol 9 (6) ◽  
pp. 1245 ◽  
Author(s):  
Cuiying Zhou ◽  
Shanshan Zhao ◽  
Wei Huang ◽  
Dexian Li ◽  
Zhen Liu

The topsoil of a clayey slope is easily washed off by rain due to its loose structure. To protect the slope surface, in recent years, several types of non-traditional soil additives have been used by means of mixing with soil. In this work, a new organic polymer soil stabilizer, named aqua-dispersing-nano-binder (ADNB), was sprayed on the soil surface to stabilize the topsoil of a clayey slope. To understand the interaction between the polymer and soil particles during the infiltration process as well as the stabilization mechanism, infiltration tests, water stability tests and scanning electron microscopy (SEM) analyses were performed with different polymer contents. The infiltration tests showed that the infiltration rate of the polymer stabilizer in the soil was slower than that of water due to its characteristics of easy adhesion to soil particles, poor fluidity and large molecular volume. The maximum effective infiltration depth was achieved in the specimen treated with 2% ADNB, and the minimum was achieved in the specimen treated with 5% ADNB. The water stability of the soil increased with the content of the soil stabilizer in the soil aggregates with diameters of either 5–10 mm or 10–20 mm. The SEM analysis showed that the quantity of polymer decreased with infiltration depth; a polymer membrane was formed on the surface of the topsoil and chains were formed inside. The amelioration of the soil water stability may have been due to the bonding between soil particles and polymers generated after evaporation of water in the emulsion. The polymer stabilizer could be applied to improve the erosion resistance of the slope topsoil and reduce soil loss.


2019 ◽  
Vol 20 (3) ◽  
pp. 620-632 ◽  
Author(s):  
Jin Liu ◽  
Ying Wang ◽  
Debi Prasanna Kanungo ◽  
Jihong Wei ◽  
Yuxia Bai ◽  
...  

Polymers ◽  
2018 ◽  
Vol 10 (5) ◽  
pp. 499 ◽  
Author(s):  
Jin Liu ◽  
Zhihao Chen ◽  
Zezhuo Song ◽  
Yuxia Bai ◽  
Wei Qian ◽  
...  

2016 ◽  
Vol 4 (1) ◽  
pp. 18-21
Author(s):  
Андрей Пономарев ◽  
Andrey Ponomarev ◽  
Алла Гришина ◽  
Alla Grishina

This article presents the results of shear tests of clay specimens reinforced by polypropylene fiber. There is a preparation technology of sample with given physical properties. Analysis of fiber reinforcement influence on the strength properties of clay soil with different consistency was carried out


2017 ◽  
Vol 2017 ◽  
pp. 1-9 ◽  
Author(s):  
Jin Liu ◽  
Qiao Feng ◽  
Yong Wang ◽  
Yuxia Bai ◽  
Jihong Wei ◽  
...  

The mixed soil stabilizer of polyurethane organic polymer and polypropylene fiber was used to reinforce sand. The unconfined compressive test and direct shear test were carried out to evaluate the effects of polymer-fiber reinforced sand. The different contents of polymer and fiber were selected for the tests. The test results indicated that polymer-fiber mixture can improve strongly the strength of sand. The presence of polyurethane organic polymer enhances sand structural stability and the best composition of polymer and fiber was 4% and 0.2–0.3% of dry sand, respectively. Based on the test results and images of scanning electron microscope (SEM), the reinforcement mechanism was analyzed. The research results can be considered as the reference for sand reinforced engineering.


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