《岩土工程课程设计计算书》第PAGE\*MERGEFORMAT2页某教学实验楼桩基础设计目录TOC\o"1-2"\h\z\uHYPERLINK\l"_Toc341984374"一、设计资料及要求PAGEREF_Toc341984374\h1HYPERLINK\l"_Toc341984375"1、设计题目PAGEREF_Toc341984375\h1HYPERLINK\l"_Toc341984376"2、上部结构资料PAGEREF_Toc341984376\h1HYPERLINK\l"_Toc341984377"3、建筑场地资料PAGEREF_Toc341984377\h1HYPERLINK\l"_Toc341984378"4、设计要求PAGEREF_Toc341984378\h1HYPERLINK\l"_Toc341984379"5、设计流程PAGEREF_Toc341984379\h1HYPERLINK\l"_Toc341984380"二、选择桩型、截面及长度PAGEREF_Toc341984380\h1HYPERLINK\l"_Toc341984381"1、选择桩型PAGEREF_Toc341984381\h1HYPERLINK\l"_Toc341984382"2、选择桩的几何尺寸及承台埋深PAGEREF_Toc341984382\h1HYPERLINK\l"_Toc341984383"三、确定单桩承载力PAGEREF_Toc341984383\h1HYPERLINK\l"_Toc341984384"1、经验参数法PAGEREF_Toc341984384\h1HYPERLINK\l"_Toc341984385"2、原位测试法（静力触探法）PAGEREF_Toc341984385\h1HYPERLINK\l"_Toc341984386"四、初步确定桩数PAGEREF_Toc341984386\h1HYPERLINK\l"_Toc341984387"五、承台尺寸设计及桩位布置PAGEREF_Toc341984387\h1HYPERLINK\l"_Toc341984388"1、单桩承台PAGEREF_Toc341984388\h1HYPERLINK\l"_Toc341984389"2、两桩承台PAGEREF_Toc341984389\h1HYPERLINK\l"_Toc341984390"3、三桩承台PAGEREF_Toc341984390\h1HYPERLINK\l"_Toc341984391"4、四桩承台PAGEREF_Toc341984391\h1HYPERLINK\l"_Toc341984392"5、五桩承台PAGEREF_Toc341984392\h1HYPERLINK\l"_Toc341984393"6、六桩承台PAGEREF_Toc341984393\h1HYPERLINK\l"_Toc341984394"7、八桩承台PAGEREF_Toc341984394\h1HYPERLINK\l"_Toc341984395"六、确定基桩（复合基桩）承载力特征值PAGEREF_Toc341984395\h1HYPERLINK\l"_Toc341984396"1、四桩承台PAGEREF_Toc341984396\h1HYPERLINK\l"_Toc341984397"2、五桩承台PAGEREF_Toc341984397\h1HYPERLINK\l"_Toc341984398"3、六桩承台PAGEREF_Toc341984398\h1HYPERLINK\l"_Toc341984399"4、八桩承台PAGEREF_Toc341984399\h1HYPERLINK\l"_Toc341984400"七、桩顶作用效应验算PAGEREF_Toc341984400\h1HYPERLINK\l"_Toc341984401"1、四桩承台PAGEREF_Toc341984401\h1HYPERLINK\l"_Toc341984402"2、五桩承台PAGEREF_Toc341984402\h1HYPERLINK\l"_Toc341984403"八、沉降计算PAGER