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| 洸府河橡胶坝工程地质条件及评价 | |
| 引用本文： | 史庆德,史晨晓,陈宪军. 洸府河橡胶坝工程地质条件及评价[J]. 工程建设与设计, 2009, 0(10): 92-94 |
| 作者姓名： | 史庆德 史晨晓 陈宪军 |
| 作者单位： | 1. 山东黄河工程集团有限公司,济南,250000 2. 山东省水利勘测设计研究院,济南,250000 3. 山东省黄河河务局,济南,250000 |
| 摘 要： | 通过阐述工程场区的工程地质条件，对场区无黏性土进行了渗透变形判别，提出了允许水力比降值，并对工程场区作出了详尽的工程地质评价，为设计施工提供了有力的依据。 |
| 关 键 词： | 工程地质 渗透变形 水力比降 |
Guangfu River Rubber Dam Engineering Geology Condition and Appraisal |
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| SHI Qing-de,SHI Chen-xiao,CHEN Xian-jun. Guangfu River Rubber Dam Engineering Geology Condition and Appraisal[J]. Construction & Design for Project, 2009, 0(10): 92-94 | |
| Authors: | SHI Qing-de SHI Chen-xiao CHEN Xian-jun |
| Affiliation: | SHI Qing-de, SHI Chen-xiao, CHEN Xian-jun (1. Shandong Yellow River Engineering Group Corporation Ltd, Jinan 250000, China; 2.Shandong Design Institute of Water Conservancy, Jinan 250000,China; 3. Shandong Yellow River Engineering Bureau, Jinan 250000,China) |
| Abstract: | This article has carried on the seepage distortion distinction to the non-cohesive soil and proposed the permission hydraulic slope value through the elaboration project field area＇s engineering geology condition. Then it has made the exhaustive engineering geology appraisal to the project field area and provided thepowerful basis for the design construction. |
| Keywords: | engineering geology seepage distortion hydraulic slope |
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