Study on Deformation Property of Coarse Particles (Sulfate) Saline Soil with Field Test

Peng Yang; Ya Feng Liu; Hai Zhen Mi; Yan Peng Zhu

doi:10.4028/www.scientific.net/AMM.580-583.329

Paper Titles

The Studies of Rock Damage Softening Statistical Constitutive Model under True Triaxial Stress State
p.312

A New Algorithm for Computing Threshold Value Used to Image Segmentation
p.316

Comparison Analysis of Buildings Settlement, Calculated in Accordance with Rheological Properties of Soils (Based on the Geotechnical Conditions of St. Petersburg)
p.320

Stability Analysis of Jinghua Gypsum Mine Golf in Jingmen City
p.324

Study on Deformation Property of Coarse Particles (Sulfate) Saline Soil with Field Test
p.329

Study on the Value Range of Horizontal Ground Stress in Initial Geostress Field Based on the Generalized Hoek - Brown Criterion
p.334

Analysis of Long-Term Deformation of Reinforced Retaining Wall Using Optical Fiber Sensor Geotextile
p.338

Analysis of Platform on Piles Application on Deformation Control of Underground Pipe in Reclamation Areas
p.344

Research on Water Temperature Change of Hot Dry Rock Fracture Storage Layer in Shenyang
p.349

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study on Deformation Property of Coarse Particles...

Study on Deformation Property of Coarse Particles (Sulfate) Saline Soil with Field Test

Abstract:

Salt expansion was the main diseases of the salty foundation. In order to study the deformation regularity and quantitative description of coarse particles saline soil ground in natural condition, a field test was conducted in Dunhuang area. The exploratory well with 7.5 m depth (deeper then annual temperature change layer) was excavated on site, and the data of salt content \water content \ground temperature \salt expansion rate were collected. From the test it was found that : salt expansion mainly decided by salt content, salt content and salt expansion rate have approximately a quadratic function relationship; the minimum salt content could cause soil expansion is 1.5‰; The salt expansion force was strong, and the gravitational stress could not suppress the deformation.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

329-333

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.329

Citation:

Cite this paper

Online since:

July 2014

Authors:

Peng Yang, Ya Feng Liu, Hai Zhen Mi, Yan Peng Zhu

Keywords:

Coarse Particles Saline Soil, Field Test, Salt Content, Salt Expansion Rate

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Hui Bing, Ping He. Experimental study of water and salt redistributions of saline soil with different freezing modes [J]. Rock and Soil Mechanics, 2011(8): 2307-2312.

Google Scholar

[2] Shasha Zhang, Xiaohua Yang, Zhiren Dai. Freezing-thawing Cycles and Salt Expansion Test of Crude Coarse Grain Clay Salty Soil [J]. China Journal of Highway and Transport, 2009(4): 28-32.

Google Scholar

[3] Weixing Bao, Xiaohua Yang, Yongli Xie. Research on salt expansion of representative crude saline soil under freezing and thawing cycles [J]. Rock and Soil Mechanics, 2006(11): 1991-(1995).

Google Scholar

[4] Qingbai Wu, Tao Sun, Zhaoxiang Tao, Qiang Li. Experimental Studies on the Salt Expansion of Coarse Grain Saline Soils Under Constant Temperature[J]. Journal of Glaciology and Geocryology, 2001(3): 238-243.

Google Scholar

[5] Xiangrong Yang, Yafeng Liu, Peng Yang, HaizhenMig. In-site test study on causes of cemented layer in hexi sandy saline (sulfate) land base [J], Journal of Engineering Geology, 2013(8): 535-539.

Google Scholar