Research on infiltration reinforcement mechanism and improved properties of potassium silicate for earthen relics soils
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Research on infiltration reinforcement mechanism and improved properties of potassium silicate for earthen relics soils
Vol. 35, Issue 3, (2014)
作者机构:
1. 中国科学院地质与地球物理研究所 中国科学院工程地质力学重点试验室,北京,100029
2. 中国文化遗产研究院,北京,100029
3. 敦煌研究院,甘肃 敦煌,736200
作者简介:
基金信息:
DOI:
CLC:K878
Online First:19 March 2014,
Published:2014
稿件说明:
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WANG Yan-bing, WANG Si-jing, LI Li, et al. Research on infiltration reinforcement mechanism and improved properties of potassium silicate for earthen relics soils[J]. 2014, 35(3).
DOI:
WANG Yan-bing, WANG Si-jing, LI Li, et al. Research on infiltration reinforcement mechanism and improved properties of potassium silicate for earthen relics soils[J]. 2014, 35(3).DOI:
Research on infiltration reinforcement mechanism and improved properties of potassium silicate for earthen relics soils
is a kind of inorganic chemistry materials to protect and reinforce earthen relics. It is proved that PS material can enhance soil strength and the resistance of external environment damage by nearly twenty years of practice. However
the reinforcement mechanism and related improvement of macroscopic properties are not fully understood and invested until now. To contribute to this field of research
Liangzhu earthen relics soil specimens with initial water contents of 13%
17%
19%
21% and 25% are reinforced by PS with 3% volume concentration through infiltration method. After that
scanning electron microscope (SEM)
mercury intrusion porosimeter (MIP) and direct shear test are employed to compare the difference between unreinforced specimens and reinforced specimens respectively. Based on bimodal pore size distribution obtained by MIP and SEM
two sorts of microcosmic reinforcement mechanisms of PS
which are represented by indexes P1 and P2
are proposed to characterize the two mechanisms. Through the study
the above two indexes of specimens can characterize the variation of improved properties such as shear strength characteristic and soil-water characteristic curve very well at different reinforcement water contents. These conclusions provide a further research method and means for the application of PS material.