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by Sc.D. P.E. Yang H. Huang
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Engineering
  • Author:
    Sc.D. P.E. Yang H. Huang
  • ISBN:
    078441288X
  • ISBN13:
    978-0784412886
  • Genre:
  • Publisher:
    American Society of Civil Engineers (February 15, 2014)
  • Pages:
    376 pages
  • Subcategory:
    Engineering
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The limit equilibrium method is the most common approach for analyzing slope stability in both two and three dimensions.

The limit equilibrium method is the most common approach for analyzing slope stability in both two and three dimensions. This method identifies potential failure mechanisms and derives factors of safety for a particular geotechnical situation. It is an appropriate choice for assessing the stability of retaining walls.

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Book · January 2014 with 300 Reads. The limit equilibrium method is the most common approach for analyzing slope stability in both two and three dimensions. DOI: 1. 061/9780784412886. Cite this publication. It is an appropriate choice for assessing the stability of retaining walls, shallow and deep foundations, earth and rock dams, surface mining sites, and potential landslides

In slope stability analysis, the limit equilibrium method is usually used to calculate the safety factor of slope .

In slope stability analysis, the limit equilibrium method is usually used to calculate the safety factor of slope based on Mohr-Coulomb criterion. However, Mohr-Coulomb criterion is restricted to the description of rock mass. To overcome its shortcomings, this paper combined Hoek-Brown criterion and limit equilibrium method and proposed an equation for calculating the safety factor of slope with limit equilibrium method in Hoek-Brown criterion through equivalent cohesive strength and the friction angle.

Slope Stability Analysis by the Limit Equilibrium Method: Fundamentals and Methods. American Society of Civil Engineers. The content in this book is new and some readers may find the materials arguable. A major part of the materials in this book is coded into the programs SLOPE 2000 and SLOPE 3D. SLOPE 2000 is now mature and has been used in many countries.

3 STABILITY ANALYSIS OF A SLOPE WITH A SOFT BAND A special problem with a soft band is constructed by the authors.

Most of the studies are however limited to homogenous soil slopes and the geometry of the problems is relatively regular with no special feature (presence of thin layer of soft material or special geometry). 3 STABILITY ANALYSIS OF A SLOPE WITH A SOFT BAND A special problem with a soft band is constructed by the authors.

Limit analysis and soil plasticity by: Chen, Wai-Fah, 1936- Published: (2008).

Slope stability analysis by the limit equilibrium method : fundamentals and methods /. Main Author: Huang, Yang H. 1927-. Limit analysis and soil plasticity by: Chen, Wai-Fah, 1936- Published: (2008). Experimental and applied modeling of unsaturated soils proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China, Published: (2010). Manual of soil laboratory testing. by: Head, K., et al. Published: (2014).

Slope stability refers to the condition of inclined soil or rock slopes to withstand or undergo movement. Slope stability analyses include static and dynamic, analytical or empirical methods to evaluate the stability of earth and rock-fill dams, embankments, excavated slopes, and natural slopes in soil and rock

Slope Stability Analysis by the Limit Equilibrium Method: Fundamentals and Methods presents basic principles for the safe design of constructed or natural earth slopes. The limit equilibrium method is the most common approach for analyzing slope stability in both two and three dimensions. This method identifies potential failure mechanisms and derives factors of safety for a particular geotechnical situation. It is an appropriate choice for assessing the stability of retaining walls, shallow and deep foundations, earth and rock dams, surface mining sites, and potential landslides.The fundamentals of slope stability encompass slope movements and methods for stability analysis, mechanics of slope failure and factors of safety, laboratory and field methods to determine the shear strength of soils, estimation of phreatic surfaces, and remedial measures for correcting slides. Methods of stability analysis cover simple formulas for determining the factor of safety for plane failures, stability charts, methods of slices for two-dimensional analysis, three-dimensional analysis techniques, and reliability of slope design. An appendix provides a preview of a companion product, LEAME Software and Users Manual: Analyzing Slope Stability by the Limit Equilibrium Method, a computer program for performing the slope stability analysis presented in this work.The clear presentation of the principles of slope stability analysis ensures that this work will be a frequently consulted reference for practicing engineers. The wealth of worked examples and problem sets make this a suitable textbook for senior and graduate students in soil mechanics and geotechnical engineering.