Practical and Experimental Study of Grouting Anchor in Slope Reinforcement Engineering
p.129
p.129
Reliability Analysis on the Foundation Bearing Capacity in Ningbo Rail Transit Engineering
p.135
p.135
Research on the Anchorage Technology of Steep Slope in Sanitary Landfill
p.143
p.143
Study on Graphic Method for the Stability of High Loess Slopes Based on MATLAB
p.148
p.148
Analysis about Stability of a Slope
p.152
p.152
Analysis of Micro-Seismic Monitoring Vibration on the Adjacent Buried Pipeline Affected by Impacting of Punching Pile Construction
p.156
p.156
Consolidation of Unsaturated Soils due to Dissipation of Pore-Air Pressure
p.160
p.160
Determine the Shear Strength of Aeolian Sand and Bearing Capacity
p.165
p.165
Dynamic Response of Two-Dimensional Fluid-Saturated Porous Beam
p.169
p.169
Analysis about Stability of a Slope
Abstract:
Based on the engineering geological conditions of an artificial slope is analyzed using a combination of numerical simulation, the slope ratio method and other methods, the slope stability was evaluated, It has a certain reference to artificial slope stability evaluation that similar to a combination of soil and rock.
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Periodical:
Applied Mechanics and Materials (Volumes 580-583)
Pages:
152-155
Citation:
Online since:
July 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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