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| 编号 | 文件名称 | 上传用户 | 文件大小 | 类型 | 上传日期 | 下载/浏览 | 价格(元) |
| 29112 | 客运专线简支箱梁综述(1/2) | kuangren20 | 6,291KB | .rar | 2007/5/20 | 4/2107 | ¥5.00 |
| 29062 | 深圳抗滑沥青表层配比设计与路用性能研究 | szren | 812KB | .pdf | 2007/5/19 | 1/2436 | ¥5.00 |
| 29019 | ★厦门大嶝岛桥上部结构横向计算书 | youngpeople133 | 658KB | .rar | 2007/5/18 | 10/2642 | ¥8.00 |
| 28961 | ★思小高速设计新理念(6/6) | xsg027015 | 417KB | .rar | 2007/5/16 | 15/1121 | ¥3.00 |
| 28960 | ★思小高速设计新理念(5/6) | xsg027015 | 7,500KB | .rar | 2007/5/16 | 15/1124 | ¥3.00 |
| 28959 | ★思小高速设计新理念(4/6) | xsg027015 | 7,500KB | .rar | 2007/5/16 | 15/1060 | ¥3.00 |
| 28958 | ★思小高速设计新理念(3/6) | xsg027015 | 7,500KB | .rar | 2007/5/16 | 15/1072 | ¥3.00 |
| 28956 | ★思小高速设计新理念(2/6) | xsg027015 | 7,500KB | .rar | 2007/5/16 | 15/1069 | ¥3.00 |
| 28955 | ★思小高速设计新理念(1/6) | xsg027015 | 7,500KB | .rar | 2007/5/16 | 16/1475 | ¥3.00 |
| 28935 | ★沥青路面基层、底基层(规范宣贯) | 呆呆 | 817KB | .pdf | 2007/5/15 | 11/3187 | ¥5.00 |
| 28934 | 排水型大粒径沥青混合料成型方法与渗水性能 | 呆呆 | 3,613KB | .pdf | 2007/5/15 | 1/2790 | ¥5.00 |
| 28673 | Newbay bridge施工临时塔的设计(2/2) | Mdoudou | 3,173KB | .rar | 2007/5/6 | 0/1081 | ¥6.00 |
| 28672 | Newbay bridge施工临时塔的设计(1/2) | Mdoudou | 7,000KB | .rar | 2007/5/6 | 0/1136 | ¥6.00 |
| 28655 | 隧道工程变形测量 | adu | 858KB | .pdf | 2007/5/5 | 3/1760 | ¥5.00 |
| 28573 | 吉安市阳明大桥环境影响报告书 | wtongle | 227KB | .rar | 2007/4/28 | 4/3011 | ¥8.00 |
| 28568 | ★沥青稳定基层的性能与设计 | 829166 | 823KB | .pdf | 2007/4/28 | 8/977 | ¥3.00 |
| 28567 | 新建路面结构厚度计算方法-冯德成 | 829166 | 7,277KB | .pdf | 2007/4/28 | 5/2185 | ¥3.00 |
| 28495 | 河床式水电站初设报告范本 | cqhxb | 430KB | .rar | 2007/4/25 | 0/1795 | ¥3.00 |
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