Analysis and Study on Slope Stability of High Fill Subgrade
p.637
p.637
Analysis of One-Dimensional Thermal Consolidation for Saturated Soil Considering Different Permeabilities
p.641
p.641
Analysis on the Influence of the Primary Consolidation Settlement of the e~p Curves and the Soil Bulk Density of the Soft Soil Foundation
p.645
p.645
Analysis the Influence of Non-Prestressed Reinforcement for Horizontal Bearing Capacity of PHC Pipe Pile
p.649
p.649
Characteristics of Xinjiang Bad Foundation Soil
p.654
p.654
Discussion on Application of Empirical Formulas for Ultimate Bearing Capacity
p.660
p.660
Effects of Ice Content on Mechanical Behavior of Frozen Loess under Uniaxial Compression
p.666
p.666
Experimental Study and Numerical Simulation on the Large-Sized Models of Micro Anti-Slide Piles
p.670
p.670
Experimental Study of Meijiang Artificial Island Fill
p.678
p.678
Characteristics of Xinjiang Bad Foundation Soil
Abstract:
Safety Engineering geological conditions and the building has a correct evaluation of soil close relationship, poor soil and treatment is essential in terms of building security. This article describes the main types and characteristics of Xinjiang poor soil, and through practical case describes the characteristics and saline land-based treatment program.
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Periodical:
Advanced Materials Research (Volumes 919-921)
Pages:
654-659
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Online since:
April 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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