Experimental Study on the Compressibility of Cement Improved Laterite Soil

Yao Li; Yun Zhi Tan; Jing Jiang; Cheng Feng Xia

doi:10.4028/www.scientific.net/AMM.170-173.371

Paper Titles

Study on Slaking Particle Distribution Characteristics of Carbonaceous Mudstone
p.352

Study on Deformation Parameters in Dynamic Compaction Desert Foundation
p.357

Strip Type Rebar of the Rear Sets of Spherical Bodies Anchorage Reinforced Earth Retaining Wall Design Model
p.361

Slope Stability Assessment Based on Fuzzy Matter-Element Extension Model
p.366

Experimental Study on the Compressibility of Cement Improved Laterite Soil
p.371

Rock Slope Stability Analysis Based on FLAC^3D Numerical Simulation
p.375

Research on Stability Mechanism of Fissured Loess Slope Influenced by Rainfall and Evaporation
p.380

Method for Getting the Soil Elastic Modulus in the Finite Element Analysis of the Deep Foundation Excavation in Tianjin
p.386

Generalized Variation Problem of the Fractured Rock Mass under the Linear Elastic Unloading Stage
p.390

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Experimental Study on the Compressibility of...

Experimental Study on the Compressibility of Cement Improved Laterite Soil

Abstract:

In order to improve the mechanical property of the problem soil and satisfy the need of actual engineering construction. Cement-improved soil gradually becomes one kind of common fillings in subgrade construction. Under the soaking or unsoaking conditions, the natural soil and improved cement-soil with different compaction degree, study the compressibility of the Laterite soil in somewhere in Hunan. And also analyze its change rule of compressibility. It shows that the compression deformation of improved cement-soil reduce significantly when compared with natural soil sample; at the same condition, the larger compaction degree is, the smaller deformation of soil sample will be; and the deformation of the soaked soil sample will be larger than the unsoaking ones.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

371-374

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.371

Citation:

Cite this paper

Online since:

May 2012

Authors:

Yao Li, Yun Zhi Tan, Jing Jiang, Cheng Feng Xia

Keywords:

Cement-Improved Soil, Compressibility, Laterite Soil

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Haiying Hu, WangZhao: Study on the experiment of compressibility of LuoJiaShan clay [J]. Journal of Chongqing University of Architecture, 2007, 29 (10): 66-70. (In Chinese)

Google Scholar

[2] Yingwen Zhao, Lingwei Kong, Aiguo Guo:Study on the strength characteristics of sample and swell-shrink properties of Guangxi laterite. [J]. Rock mechanics, 2004, 24 (3): 369-373. (In Chinese)

Google Scholar

[3] Yunzhi Tan, Lingwei Kong, Aiguo Guo: Analysis of compaction of laterite hold water performance and mechanism [J]. Rock mechanics, 2011, 32 (1): 334-338. 369-373. (In Chinese)

Google Scholar

[4] GUL HATI S. K. Engineering Properties of Soil [M].New Delhi: Tata McGraw2Hill Publishing Company Limited, 1978[5] Qian Jiahuan(Chief Editor):Soil mechanics. Second edition. Nanjing: Hehai University Press. (1995)

Google Scholar

[6] Southeast University, Zhejiang University, Hunan University, Suzhou Urban Construction and Environmental Protection Institute: Soil Mechanics. First edition. Beijing: China Building Industry Press. 2001.(In Chinese)

Google Scholar

[7] Research Institute of highway: Test methods of soils for Highway Engineering (JTG E40 2007). Beijing: China Communications press. (In Chinese)

Google Scholar