目录@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一篇公路、桥梁、隧道试验检测技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（ ! ）@ Þû2Tëßobbs.3c3t.com°±5£ Å
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@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节检测的目的和意义⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（ " ）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节我国公路工程试验检测队伍⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（ # ）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节试验检测管理⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（ $ ）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二章路基路面现场检测技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节压实度检测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节回弹弯沉检测方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（"!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节回弹模量试验检测方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（#%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节水泥混凝土芯样劈裂强度试验方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（#&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五节平整度试验检测方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（#’）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六节路面抗滑性能试验方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（(&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第七节水泥混凝土路面板厚度检测方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（))）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第八节沥青混合料渗水试验检测方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（)&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第九节沥青路面离析及其评价探讨⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三章路基路面检测新技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节弯沉检测新技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节平整度检测新技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节抗滑性能检测新技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&’）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节路面雷达测试系统⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（$*）@ Þû2Tëßobbs.3c3t.com°±5£ Å
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@ Þû2Tëßobbs.3c3t.com°±5£ Å第四章桥梁试验检测技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
（’%）@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节桥梁试验的意义与分类⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节桥梁检测的工作内容⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!#）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节静载试验⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节试验数据分析及桥梁承载力评定⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五节结构动载试验⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&"$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六节混凝土无损检测技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&#’）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五章隧道检测技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&(!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节概述⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&(!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节隧道监控量测的必要性及量测任务⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&$#）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节围岩周边位移量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&$)）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节拱顶下沉量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&’&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五节地表下沉量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&’(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六节围岩内部位移量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&’$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第七节锚杆轴力量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&’!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第八节钢支撑压力量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&)&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第九节衬砌应力量测⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&)$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六章交通工程设施检测技术⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&%"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节概述⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&%"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节交通工程设施⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&%#）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节检测技术的作用和地位⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&%)）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节检测依据及内容⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&%*）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五节样品抽样⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&%*）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六节检测步骤及结果判定⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&*(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第七节数据统计分析与处理⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&*$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二篇软土地基常见质量事故与防范、处理及成功实例分析⋯⋯⋯⋯（&!’）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一章概论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&!%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节换填土层法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&!%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节挤密法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（&!!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节化学加固法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（#"’）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节排水固结法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（#"%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二章砂石垫层⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（#&(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节表面不平整、粗细粒料分离⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
（#&(）@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节排水不畅⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"#）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节路基坡脚砂料流失⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"#）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节垫层材料压实度不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三章袋装砂井⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节灌砂率不足，造成短井⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节插入深度不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节砂井排水不畅⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"’）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节砂袋带出⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五节砂袋埋入砂垫层不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六节砂袋扭结损坏⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!)）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四章塑料排水板⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节排水通道堵塞⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节塑料排水板固定不牢⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节塑料排水板埋入砂垫层长度不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!*）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节拔出套管时塑料芯板带出⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!*）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第五章粒料桩⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节桩身颈缩⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节粒料密度不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节塌孔⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第六章搅拌桩、粉喷桩、石灰桩⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节搅拌桩、粉喷桩喷料不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!!(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节搅拌桩、粉喷桩混合料不匀⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*)）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节石灰桩强度不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*"）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第七章预压与超载预压⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!**）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节地表隆起及路堤侧向位移⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!**）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节预压与超载预压时间不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*#）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第八章土工合成材料⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节土基强度提高不足⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*$）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节土工布搭接长度不够⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节土工布摊铺不平⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第四节路堤加筋用的土工搁栅受施工机械损坏⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第九章成功实例分析⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!*(）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一节漯驻高速公路软基处理实例⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
（!*(）@ Þû2Tëßobbs.3c3t.com°±5£ Å第二节灵山软基试验工程⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!"!）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三节漯驻高速公路老王坡滞洪区段软土地基处理实例⋯⋯⋯⋯⋯⋯⋯（!##）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第三篇路基常见质量事故与防范、处理及成功实例分析⋯⋯⋯⋯⋯⋯（!$%）@ Þû2Tëßobbs.3c3t.com°±5£ Å
@ Þû2Tëßobbs.3c3t.com°±5£ Å第一章概论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯（!$&）@ Þû2Tëßobbs.3c3t.com°±5£ Å
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