第六章 地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.1地基承载力概述è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.2按极限平衡区发展范围确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.3按极限荷载确定地基极限承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.4按原位测试成果确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.5按《地基规范》确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.1 地基承载力概述è§\¹§(GUbbs.3c3t.comPéðLÛ08p
一、地基承载力概念 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
二、地基变形的三个阶段 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
三、地基的破坏形式 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.2 按塑性区发展范围确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
一、塑性区的发展范围 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
二、临塑荷载pcr和界限荷载è§\¹§(GUbbs.3c3t.comPéðLÛ08p
三、例题分析 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.3 按极限荷载确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
一、普朗特尔极限承载力理论 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
二、太沙基极限承载力理论 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
è§\¹§(GUbbs.3c3t.comPéðLÛ08p
三、汉森极限承载力理论 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.4 按原位测试成果确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
一、载荷试验法 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
二、静力触探试验法 è§\¹§(GUbbs.3c3t.comPéðLÛ08p
三、标准贯入试验法è§\¹§(GUbbs.3c3t.comPéðLÛ08p
§6.5 按《地基规范》确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p
一、按抗剪强度指标确定地基承载力è§\¹§(GUbbs.3c3t.comPéðLÛ08p