Principles of Foundation Engineering
Cengage Learning, 8 Mar 2010 - 794 sayfa
Originally published in the fall of 1983, Braja M. Das' Seventh Edition of PRINCIPLES OF FOUNDATION ENGINEERING continues to maintain the careful balance of current research and practical field applications that has made it the leading text in foundation engineering courses. Featuring a wealth of worked-out examples and figures that help students with theory and problem-solving skills, the book introduces civil engineering students to the fundamental concepts and application of foundation analysis design. Throughout, Das emphasizes the judgment needed to properly apply the theories and analysis to the evaluation of soils and foundation design as well as the need for field experience.
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Geotechnical Properties of Soil
Natural Soil Deposits and Subsoil Exploration
Shallow Foundations Ultimate Bearing Capacity
Ultimate Bearing Capacity of Shallow Foundations Special Cases
Shallow Foundations Allowable Bearing Capacity and Settlement
Lateral Earth Pressure
Sheet Pile Walls
Diğer baskılar - Tümünü görüntüle
active allowable anchor applied Assume average backfill base bearing capacity bottom Calculate clay clay layer coefficient cohesion column compaction compression concrete condition consolidation construction continuous deposits depth Determine developed diagram diameter drilled shaft driving earth pressure effective elastic equation Estimate Example factor factor of safety failure field force foundation friction angle Geotechnical given granular soil ground Hence horizontal increase Journal lateral layer limit load located magnitude material maximum measured Mechanics method nature normally Note obtained plot pressure Problem procedure ratio Refer reinforcement relationship resistance retaining wall rock sand saturated settlement shear sheet pile shown in Figure shows soil Solution stability standard steel Step strength stress structure surface swell Table unit weight variation various vertical void ratio width zone