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排水固结加固软基技术指南

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目录
第一篇 排水固结加固地基设计.............................................................................................6 1 总则.......................................................................................................................................7 2 工程地质勘察和试验...............................................................................................................9 3.排水固结加固软基设计......................................................................................................11 3.1 一般规定.......................................................................................................................11 3.2 水平排水体设计..............................................................................................................12 3.3 竖向排水体设计...............................................................................................................13 3.4 堆载预压设计....................................................................................................................17 3.5 真空预压设计.................................................................................................................21 3.6 真空联合堆载预压..........................................................................................................22 4 设计计算方法.......................................................................................................................24 4.1 最终沉降计算 ...............................................................................................................24 4.2 固结度计算......................................................................................................................29 4.3 强度增长估算.................................................................................................................35 4.4 孔压静力触探求固结系数.........................................................................................36 4.5 沉降速率计算 ...........................................................................................................37 4.6 稳定分析 ...................................................................................................................38 5.现场监测 ........................................................................................................................41 5.1 施工监测内容及其布置原则.............................................................................................41 5.2 孔隙水应力监测................................................................................................................42 5.3 真空度监测........................................................................................................................44 5.4 水平位移观测..................................................................................................................45 5.5 地面沉降观测..................................................................................................................47 5.6 深层沉降观测...............................................................................................................47 6 先行指导段工程及反分析.................................................................................................48 6.1 一般规定............................................................................................................................48 6.2 先行指导段确定原则......................................................................................................48 6.3 先行指导段工程特殊要求..............................................................................................48 6.4 工程地质勘察.............................................................................................................49 6.5 工程方案的设计.............................................................................................................50 6.6 现场原位监测..............................................................................................................50 6.7 现场原位测试..................................................................................................................52 6.8 加固效果检验..............................................................................................................54 6.9 现场监测反分析.........................................................................................................54