地基承载力 [复制链接]

第六章           地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.1地基承载力概述€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.2按极限平衡区发展范围确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.3按极限荷载确定地基极限承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.4按原位测试成果确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.5按《地基规范》确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.1    地基承载力概述€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
一、地基承载力概念 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
二、地基变形的三个阶段 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
三、地基的破坏形式 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.2  按塑性区发展范围确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
一、塑性区的发展范围 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
二、临塑荷载pcr和界限荷载€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
三、例题分析 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.3  按极限荷载确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
一、普朗特尔极限承载力理论 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
二、太沙基极限承载力理论 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
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三、汉森极限承载力理论 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.4  按原位测试成果确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
一、载荷试验法 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
二、静力触探试验法 €ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
三、标准贯入试验法€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
§6.5  按《地基规范》确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h
一、按抗剪强度指标确定地基承载力€ûÏÍ1-`bbs.3c3t.comZX{|7™R +h