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<br />r-- <br />:\J <br />~ <br />N <br /> <br />l <br /> <br />.;:) <br /> <br />6 <br /> <br />STRESS STUDIES FOR BOULDER DAM <br /> <br />RESULTS OF ANALYSIS <br /> <br />SECTION <br />1~9 Unit load <br />120 Full load <br /> <br />stresses. . <br />stresses. . . <br /> <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />PAGE <br />211 <br />.... 223 <br /> <br />CHAPTER X-DERIVATION OF NONLINEAR STRESS <br />EQUATIONS <br /> <br />121 Genera-l statement.........................................,..,...... 226 <br /> <br />AIRY'S FUNCTION AND SLAB ANALOGY <br /> <br />122 Derivation of Airy1s function.. . . . , . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . .. 225 <br />123 Derivation of slab equations............. " ..................... 228 <br /> <br />BOUNDARY EQUATIONS <br /> <br />124 Weight analysis...... -............. .... .............. ............ ... 231 <br />125 Water load analysis. . . . . .' . . . . . . . . . . ... .. '. . . . . . . . . . . . " . . . . . . . .. '" 236 <br /> <br />FOVN!JATION BOUNDARY <br /> <br />126 General ..........................................................,. 238 <br />127 Concentrated normal load............................................ 239 <br />128 Distributed normal load. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 240 <br />129 Concentrated shear load.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' 242 <br />130 Diitributed shear load......................................... 243 <br />131 Uniform normal load................................................ 245 <br />132 Water load analysis.. ......................................... ....... 247 <br />133 Evaluation of integrals.............................................. 248 <br /> <br />CHAPTER XI--MISCELLANEOUS TECHNICAL <br />INVESTIGATIONS <br /> <br />134 Preliminary statement..,............................................ 253 <br /> <br />SPREADING OF ABUTMENTS <br /> <br />135 Two-dimensional study............................................... 254 <br />136 Three.dimensional study............................................. 255 <br />137 Foundation closing loads. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258 <br />138 Strains in canyon floor.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .. 259 <br />139 Canyon wall tilting.................................................. 262 <br />14-0 Discussion of results. . . . . , . . . . . . . . , . . . . . . . . . . . . .. . . . 264 <br />