Seepage calculation of foundation with suspended curtain based on improved resistance coefficient method
The combination of the curtain and pit dewatering is the main trend of groundwater control in the deep foundation pit project.Due to the complexity and scale effect of the seepage field around the deep foundation pit, there is still no mature and accurate analytical calculation method for dewatering...
| المؤلفون الرئيسيون: | , , , |
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| التنسيق: | مقال |
| اللغة: | zho |
| منشور في: |
Editorial Department of Bulletin of Geological Science and Technology
2021-07-01
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| سلاسل: | 地质科技通报 |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2021.0411 |