Unconfined Compression Strength of Tianluoshan Relic Soils Solidified by Methyl Acrylic Acid Resin

Xin Jun Chai; Chun Feng He; Jie Wen Yu; Yan Sheng Gao; Chen Xi Rao

doi:10.4028/www.scientific.net/AMR.594-597.343

Paper Titles

Settlement Analysis of Single Large-Diameter and Super-Long Bored Piles in Cohesive Soils
p.320

Triaxial Test of Unsaturated Clay and the Engineering Application at the Naji Reservoir in Guangxi Province
p.327

Analysis of One-Dimensional Thermal Consolidation of Saturated Soil with and without Thermo-Mechanical Coupling
p.335

The Evaluation of Surrounding Rock Stability around Underground Engineerings Based on Improved Extension Evaluation Method
p.339

Unconfined Compression Strength of Tianluoshan Relic Soils Solidified by Methyl Acrylic Acid Resin
p.343

Deformation Prediction of Slopes Based on Grey Verhulst Model
p.347

Primary Study on Mechanism of Earthquake-Induced Differential Settlement of Buildings on Liquefiable Subsoil
p.352

Stability Analysis and Control Measures of the Kim-Yun-Mine Collapse
p.358

Numerical Analysis on Effect of Rock Rheology on Fully-Grounded MFRP Bolt Stress
p.362

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Unconfined Compression Strength of Tianluoshan...

Unconfined Compression Strength of Tianluoshan Relic Soils Solidified by Methyl Acrylic Acid Resin

Abstract:

The consolidation and conservation of earthen sites is one of the difficult problems at home and abroad. Tianluoshan relic sites is a typical earthen sites located at humid circumstances. For public exhibitions and research purposes, a few chemical grouts were recommended for solidification and conservation of the excavated historical heritage sites. In this paper, the potential application of methyl acrylic acid resin for strengthening Tianluoshan relic soils were evaluated by a series of unconfined compression tests considering the influence of curing condition, curing time, and water content. The results showed that methyl acrylic acid resin can effectively improve the strength of Tianluoshan relic soils.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

343-346

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.343

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Online since:

November 2012

Authors:

Xin Jun Chai, Chun Feng He, Jie Wen Yu, Yan Sheng Gao, Chen Xi Rao

Keywords:

Humid Circumstances, Methyl Acrylic Acid, Relic Soils, Solidification, Unconfined Compression Strength

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