Experimental Study on PVA-MgO Composite Improvement of Sandy Soil
-
Published:2022-08-16
Issue:16
Volume:15
Page:5609
-
ISSN:1996-1944
-
Container-title:Materials
-
language:en
-
Short-container-title:Materials
Author:
Li Zhongyao,Zhao Zhewei,Shi Haiping,Li Jiahuan,Zhao Cheng,Wang Peiqing
Abstract
Materials with violent hydration reaction such as cement are used to solidify sandy soil slopes, which will cause destructive damage to the ecology of the slopes. In this paper, polyvinyl alcohol (PVA) and activated magnesium oxide (MgO) are used to improve sandy soil, and the effects of the dosage and curing age of modifiers on the mechanical properties of solidified sandy soil are studied. The dry–wet durability of the composite improved sandy soil is analyzed using a dry–wet cycle test, and the improvement mechanism of PVA and activated magnesium oxide is revealed using an electron microscope. The results show that the curing effect of polyvinyl alcohol and activated magnesium oxide on sand particles is better than that of polyvinyl alcohol alone. The compressive strength of improved soil samples increases with the increase of curing time, and magnesium oxide as an improved material needs appropriate reaction conditions to give full play to its role. The compressive strength of composite improved samples increases first and then decreases during the dry–wet cycle. Through the observation of microstructure, it can be seen that the cementing material wraps and connects the sand particles, and the cementing material of the sample after the dry–wet cycle develops more completely; if the magnesium oxide content is high, cracks may appear inside the sample.
Funder
Open Research Fund of Key Laboratory of Geotechnical and Underground Engineering of Tongji University, Ministry of Education
Natural Science Foundation of Tibet Autonomous Region
Subject
General Materials Science
Reference34 articles.
1. Effect of Rain Storms on Slope Stability;Lumb,1962
2. Mechanical behaviour of waste powdered tiles and Portland cement treated soft clay;Al-Bared;Geomech. Eng.,2019
3. Strengthening of cement blended soft clay with nano-silica particles;Thomas;Geomech. Eng.,2020
4. Effects of soil pulverization quality on lime stabilization of an expansive clay
5. Study of geotechnical properties of a Gypsiferous soil treated with lime and silica fume;Moayyeri;Geomech. Eng.,2019
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献