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DB33 T 904-2013 公路软土地基路堤设计规范


发 布
DB33/T 904—2013


前言 ................................................................................ IV 1 2 3 4 范围 .............................................................................. 1 规范性引用文件 .................................................................... 1 术语和定义 ........................................................................ 1 基本规定 .......................................................................... 4 4.1 4.2 4.3 4.4 4.5 4.6 4.7 5 软土的界定 .................................................................... 基础资料 ...................................................................... 工程勘察 ...................................................................... 沉降与稳定标准 ................................................................ 设计 .......................................................................... 施工要求 ...................................................................... 设计文件的编制 ................................................................ 4 5 5 5 6 8 8
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浅层处理 ......................................................................... 15 6.1 6.2 6.3 6.4 一般规定 ..................................................................... 设计 ......................................................................... 施工要求 ..................................................................... 质量检验 ..................................................................... 15 15 18 19
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DB33/T 904—2013 9.4 质量检验 ...................................................................... 33 10 桩承式加筋路堤 ................................................................... 33 10.1 10.2 10.3 10.4 11 一般规定 ..................................................................... 33 设计 ......................................................................... 33 施工要求 ..................................................................... 40 质量检验 ..................................................................... 40
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排水固结法 ....................................................................... 24 8.1 8.2 8.3 8.4 一般规定 ..................................................................... 设计 ......................................................................... 施工要求 ..................................................................... 质量检验 ..................................................................... 24 24 28 28
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土工合成材料加筋 ................................................................. 19 7.1 7.2 7.3 7.4 一般规定 ..................................................................... 设计 ......................................................................... 施工要求 ..................................................................... 质量检验 ..................................................................... 19 21 23 24
浙江省软土的工程特性及勘察 ........................................................ 9 5.1 软土的分类与工程特性 .......................................................... 9 5.2 工程勘察 ..................................................................... 11
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轻质路堤 ......................................................................... 43 12.1 12.2 12.3 12.4 12.5 一般规定 ..................................................................... 43 泡沫混凝土轻质路堤 ........................................................... 44 EPS 块体轻质路堤 ............................................................. 46 EPS 颗粒混合土轻质路堤 ....................................................... 49 粉煤灰轻质路堤 ............................................................... 51
ICS 93.080 P66
DB33
江 省 地 方 标 准
DB 33/T 904—2013

公路软土地基路堤设计规范
Code for design of highway embankment on soft ground
2013 - 12 - 31 发布
213
动态监测与分析 ................................................................... 52 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 一般规定 ..................................................................... 52 观测仪标及断面布置 ........................................................... 52 沉降观测 ..................................................................... 52 侧向位移观测 ................................................................. 53 观测频率 ..................................................................... 53 监测成果分析 ................................................................. 53 监测控制指标 ................................................................. 53 沉降预测和预抛高计算 ......................................................... 54
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