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