The Experimental Study of the Influence of the Matric Suction on the Unsaturated Soil Strength
p.514
p.514
The Settlement Analysis of the Cement Fly-Ash Gravel Pile Composite Foundation of Baotou
p.518
p.518
Three-Dimensional Numerical Analyses of Pile Response due to Braceded Excavation-Induced Lateral Soil Movement
p.524
p.524
3D Finite Element Numerical Analysis for Stability Calculation of High Steep Rock Slope
p.532
p.532
A Certain Foundation Pit Support Design and Construction in Baotou
p.539
p.539
A Study on Micro Pile Reinforcement Technology for the Accumulative Landslide of Expansive Soil
p.544
p.544
Analyses of Anti-Seepage Measure for Expansive Soil Subgrade in Hefei
p.552
p.552
Analysis on Deformation and Support Technology of Deep Soft Rock Roadway
p.556
p.556
Analytical Solution for Contaminant Extraction Using Well Injection Depth Extraction Technology Considering the Effect of Smear Zone
p.560
p.560
A Certain Foundation Pit Support Design and Construction in Baotou
Abstract:
We adopt the supporting scheme of soil nailing wall by comparison and selection combining engineering geological conditions and surrounding buildings load situations. And introduce focally its supporting principles and major parameters and main construction points. The scheme meets the engineering requirements proved by the construction acceptance inspection with its safe and rational design and construction convenience.
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Periodical:
Applied Mechanics and Materials (Volumes 580-583)
Pages:
539-543
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Online since:
July 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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