Research on Liquefaction Processing of Sand Foundation

Chun Mei Zhang; Gen Tian Zhao; Guan Peng Zhi

doi:10.4028/www.scientific.net/AMM.170-173.585

Paper Titles

Generalized Limit Equilibrium Method for Slope Stability Analysis
p.557

Dynamic Analysis on Rammed Soil-Cement Pile Composite Foundation
p.569

Initiation Analysis of an Irrigation-Induced Loess Landslide
p.574

Numerical Simulation of Fracture Propagation of Heterogeneous Material
p.581

Research on Liquefaction Processing of Sand Foundation
p.585

Stability Evaluation and Safety Monitoring of Pressure in Yichang Phosphorus Mine
p.589

Equivalent Proof and Applicability Evaluation of Two Types of Simplified Bishop’s Methods
p.593

Experimental Studies on Disintegration Features of Carbon Mudstone
p.600

Researches on the Relationship between Characteristic Parameters of Surrounding Rock and Structural Parameters of Bolting-Grounting Support Body Based on the Ideal Elastic-Plastic Support Model
p.605

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Research on Liquefaction Processing of Sand...

Research on Liquefaction Processing of Sand Foundation

Abstract:

sandy foundation easily liquefies under seismic load, which leads to damage to buildings and even collapse. Liquefiable sandy foundation is analysed and researched in the paper. Through the processing of sandy foundation we will see, CFG pile and Gravel pile together will improve the bearing capacity of liquefied foundation with obvious effect of liquefaction resistance. So the processing method is right and feasible.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

585-588

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.585

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Online since:

May 2012

Authors:

Chun Mei Zhang, Gen Tian Zhao, Guan Peng Zhi

Keywords:

Composite Foundation, Ground Treatment, Liquefaction, Sandy Soil

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References

[1] Jin Ping.Shi Xuchao. Review on Control and Prevention of Sandy Soil Liquefaction [J]. Copper Industry Engineering,(2006). (in Chinese) 23 (2):pp.50-53.

Google Scholar

[2] Code for seismic design of buildings, GB50011 – 2001.

Google Scholar

[3] Tan Yiming,Shao Ning.Comparative Study on Strengthening Method of Deep Soft Soil Foundation [J]. Engineering Mechanics Supplement, (2002) . (in Chinese)9:pp.159-162.

Google Scholar

[4] Zhang Chunmei. Damage of Sandy Soil Seismic Liquefaction and Study on foundation treatment [J].World Earthquake Engineering, (2007). (in Chinese)23(3):pp.133-137.

Google Scholar