第六章 地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.1地基承载力概述@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.2按极限平衡区发展范围确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.3按极限荷载确定地基极限承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.4按原位测试成果确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.5按《地基规范》确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.1 地基承载力概述@ Þû2Tëßobbs.3c3t.com°±5£ Å
一、地基承载力概念 @ Þû2Tëßobbs.3c3t.com°±5£ Å
二、地基变形的三个阶段 @ Þû2Tëßobbs.3c3t.com°±5£ Å
三、地基的破坏形式 @ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.2 按塑性区发展范围确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
一、塑性区的发展范围 @ Þû2Tëßobbs.3c3t.com°±5£ Å
二、临塑荷载pcr和界限荷载@ Þû2Tëßobbs.3c3t.com°±5£ Å
三、例题分析 @ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.3 按极限荷载确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
一、普朗特尔极限承载力理论 @ Þû2Tëßobbs.3c3t.com°±5£ Å
二、太沙基极限承载力理论 @ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å
三、汉森极限承载力理论 @ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.4 按原位测试成果确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
一、载荷试验法 @ Þû2Tëßobbs.3c3t.com°±5£ Å
二、静力触探试验法 @ Þû2Tëßobbs.3c3t.com°±5£ Å
三、标准贯入试验法@ Þû2Tëßobbs.3c3t.com°±5£ Å
§6.5 按《地基规范》确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
一、按抗剪强度指标确定地基承载力@ Þû2Tëßobbs.3c3t.com°±5£ Å
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