Numerical Simulation Method to Analysis of Strengthening Effect in the ZhongLong Park

Jin Kui Li; Yue Bo Fan; Hua Zhong Su

doi:10.4028/www.scientific.net/AMR.848.104

Paper Titles

Investigation of Well Patterns of Horizontal-Vertical Wells for the Exploitation of Tight Reservoir
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Influence of Perforating Parameters on the Productivity of Fractured Well in Tight Reservoir
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Analysis of Dalian Subway Tunnel Shield Construction Impact with Engineering Materials and Engineering Mechanics on Existing Bridge Pier
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Displacement and Vibration Behavior of Reinforced Concrete Cantilever
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Numerical Simulation Method to Analysis of Strengthening Effect in the ZhongLong Park
p.104

The Effect of Specimen's Height on the Point Load Test
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The Risk Analysis of Dam Gate Based on Bayesian Network and Hydraulic Mechanics
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Orifices Stress Concentration Study by Static and Dynamic Combination Loads
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SVM Regression Modeling Based on Properties of Engineering Materials with PLS Feature Extraction
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 848Numerical Simulation Method to Analysis of...

Numerical Simulation Method to Analysis of Strengthening Effect in the ZhongLong Park

Abstract:

Landslide is a kind of global geological disasters, causing casualties and huge economic losses to many countries and regions. Analysis on the study of slope stability is very important geotechnical engineering in the field of content. Taking Dalian Xinghai long garden landslide as an example, based on the detailed investigation of geological disasters in Dalian Xinghai area, using the Soilworks software to analyse evaluation of landslide treatment effect.

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Periodical:

Advanced Materials Research (Volume 848)

Pages:

104-107

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.848.104

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Online since:

November 2013

Authors:

Jin Kui Li*, Yue Bo Fan, Hua Zhong Su

Keywords:

Landslide, Safety Factor, Soilworks, Strengthening Effect

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References

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