Preface |
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vii | |
About the Author |
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xiii | |
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Chapter 1 Soils and Soil Models |
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1 | (28) |
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1 | (1) |
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2 | (2) |
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1.3 Modulus of Subgrade Reaction for Individual Foundations |
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4 | (3) |
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1.4 Elastic Half-Space or Elastic Continuum |
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7 | (8) |
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15 | (14) |
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26 | (3) |
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Chapter 2 Analytical Methods of Analysis of Finite Beams on Winkler Foundation |
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29 | (88) |
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29 | (1) |
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2.2 Analysis of Infinite and Semi-Infinite Beams on Winkler Foundation |
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30 | (4) |
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2.3 Method of Superposition |
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34 | (4) |
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2.4 Method of Initial Parameters and its Application to Analysis of Regular Beams |
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38 | (5) |
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2.5 Method of Initial Parameters |
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43 | (10) |
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2.6 Analysis of Continuous Beams and Frames on Winkler Foundation: The Stiffness Method |
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53 | (7) |
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2.7 Exact Analysis of Frames on Winkler Foundation |
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60 | (13) |
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2.8 Exact Analysis of Interconnected Beams on Winkler Foundation |
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73 | (11) |
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2.9 Analysis of Rigid Piles with Horizontal Loads |
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84 | (2) |
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2.10 Analysis of Rigid Piles with Horizontal and Vertical Loads |
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86 | (2) |
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2.11 Flexible Piles. Variable Lateral Modulus of Subgrade Reaction |
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88 | (29) |
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115 | (2) |
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Chapter 3 Simplified Analysis of Beams and Frames on Winkler Foundation |
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117 | (62) |
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117 | (1) |
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3.2 Analysis of Free Supported Beams |
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117 | (6) |
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3.3 Analysis of Beams with Various Boundary Conditions |
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123 | (7) |
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3.4 Analysis of Interconnected Beams |
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130 | (3) |
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3.5 Analysis of Pin-connected Beams |
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133 | (3) |
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3.6 Analysis of Continuous Beams |
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136 | (1) |
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3.7 Analysis of Stepped Beams |
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137 | (12) |
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3.8 Analysis of Complex Beams on Winkler Foundation |
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149 | (1) |
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3.9 Combined Analysis of Frames and Individual Foundations |
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150 | (4) |
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3.10 The Second Method of Modeling and the Iterative Method |
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154 | (25) |
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178 | (1) |
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Chapter 4 Analysis of Beams on Elastic Half-Space |
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179 | (64) |
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179 | (1) |
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4.2 Analysis of Rigid Beams |
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180 | (7) |
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187 | (5) |
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4.4 Analysis of Short Beams with Uniformly Distributed Loads |
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192 | (1) |
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4.5 Analysis of Long Beams |
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193 | (3) |
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4.6 Analysis of Complex Beams |
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196 | (4) |
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4.7 Analysis of Frames on Elastic Half-space |
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200 | (43) |
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241 | (2) |
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Chapter 5 Analysis of Beams on Elastic Half-Space, Plane Strain Analysis |
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243 | (124) |
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243 | (1) |
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5.2 The Method of Analysis |
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244 | (8) |
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5.3 Analysis of Beams with Uniformly Distributed Loads |
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252 | (4) |
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5.4 Analysis of Beams with Concentrated Vertical Loads |
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256 | (2) |
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5.5 Analysis of Beams Loaded with Concentrated Moments |
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258 | (3) |
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5.6 Deflections of Beams with Uniformly Distributed Loads |
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261 | (2) |
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5.7 Deflections of Beams with Vertical Concentrated Loads |
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263 | (1) |
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5.8 Deflections of Beams Loaded with Concentrated Moments |
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264 | (1) |
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5.9 Combined Analysis of 2D Frames and Continuous Foundations |
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265 | (102) |
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365 | (2) |
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Chapter 6 Numerical Analysis of Beams Supported on Elastic Half-Space and Elastic Layer |
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367 | (48) |
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367 | (1) |
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6.2 Settlements of an Elastic Half-Plane, Plane Strain Analysis |
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368 | (2) |
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6.3 Settlements of an Elastic Half-Space, 3D Analysis |
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370 | (2) |
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6.4 Analysis of Beams Supported on Elastic Half-Plane |
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372 | (4) |
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6.5 3D Analysis of Beams Supported on Elastic Half-Space |
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376 | (7) |
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6.6 Analysis of Beams with Various Boundary Conditions |
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383 | (3) |
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6.7 Analysis of Complex Continuous Beams |
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386 | (2) |
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6.8 Analysis of 2D Frames with Continuous Foundations |
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388 | (1) |
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6.9 Analysis of a Group of Foundations |
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389 | (4) |
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6.10 Analysis of Interconnected Beams |
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393 | (4) |
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6.11 Other Methods of Analysis |
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397 | (3) |
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6.12 Analysis of 2D and 3D Frames with Individual Foundations Supported on Elastic Half-Space |
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400 | (3) |
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6.13 Analysis of Beams Supported on Elastic Layer |
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403 | (12) |
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414 | (1) |
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Chapter 7 Simplified Analysis of Mat Foundations |
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415 | (60) |
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415 | (1) |
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416 | (2) |
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418 | (2) |
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7.4 Analysis of Infinite Plates Supported on Elastic Half-Space with a Vertical Concentrated Load |
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420 | (2) |
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7.5 Analysis of Infinite Plates Supported on Elastic Layer with a Vertical Concentrated Load |
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422 | (5) |
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7.6 Approximate Analysis of Rectangular Mat Foundations Supported on Elastic Half-Space |
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427 | (4) |
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7.7 Approximate Analysis of Semi-Infinite Rectangular Plates Supported on Elastic Half-Space |
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431 | (44) |
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474 | (1) |
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Chapter 8 Numerical Analysis of Mat Foundations |
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475 | (28) |
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475 | (1) |
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8.2 Analysis of Mats Supported on Winkler Foundation |
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476 | (1) |
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8.3 Analysis of Mat Foundations Supported on Elastic Half-Space: The First Method |
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477 | (3) |
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480 | (2) |
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482 | (1) |
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483 | (3) |
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8.7 Mats with Various Boundary Conditions |
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486 | (3) |
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8.8 Combined Analysis of Mat Foundations and Superstructures |
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489 | (3) |
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8.9 Combined Analysis of Walls, Frames and Mat Foundations |
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492 | (5) |
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8.10 Analysis of Mat Foundations Supported on Piles |
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497 | (6) |
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502 | (1) |
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Chapter 9 Analysis of Circular Plates on Elastic Foundation |
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503 | (54) |
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503 | (1) |
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9.2 Simplified Analysis of Circular Plates on Elastic Foundation |
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503 | (4) |
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9.3 Circular Plates on Elastic Half-space; Equations and Tables |
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507 | (3) |
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9.4 Totally Rigid Circular Plates Supported on Elastic Half-Space |
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510 | (2) |
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9.5 Elastic Circular Plates Supported on Elastic Half-Space |
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512 | (5) |
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9.6 Numerical Analysis of Circular and Ring Plates Supported on Elastic Foundation |
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517 | (4) |
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9.7 Analysis of Ring Foundations |
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521 | (2) |
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9.8 Analysis of Narrow Ring Foundations |
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523 | (2) |
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9.9 Analytic-Numerical Analysis of Circular Plates on Elastic Foundation |
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525 | (32) |
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556 | (1) |
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Chapter 10 Special Structures on Elastic Foundation |
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557 | |
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557 | (1) |
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10.2 Analysis Composite Beams on Elastic Foundation |
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557 | (3) |
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10.3 Analysis of Composite Plates on Elastic Foundation |
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560 | (6) |
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10.4 Analysis of Boxed Foundations |
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566 | (2) |
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10.5 Combined Analysis of Boxed Foundation and a 3D Frame-Superstructure |
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568 | (2) |
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10.6 Analysis of Walls on Elastic Foundation |
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570 | (3) |
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10.7 Analysis of Walls with a Soft Storey Supported on Elastic Foundation |
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573 | (3) |
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10.8 Analysis of Walls Supported on Frames with Individual Foundations |
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576 | |
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578 | |