Application of Excel to Automatic Calculation of Slide-resistant Stability of Gravity Dam Foundation with Multiple Sliding Surfaces

PENG Wen-ming, TANG Zhi-dan, WANG Fang-liang, YAN Yong

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (11) : 156-163.

PDF(2180 KB)
PDF(2180 KB)
Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (11) : 156-163. DOI: 10.11988/ckyyb.20190802
SCIENCE AND TECHNOLOGY NEWSLETTER

Application of Excel to Automatic Calculation of Slide-resistant Stability of Gravity Dam Foundation with Multiple Sliding Surfaces

  • PENG Wen-ming, TANG Zhi-dan, WANG Fang-liang, YAN Yong
Author information +
History +

Abstract

In this paper we present an Excel-based tool for calculating the slide-resistant stability of gravity dam with multiple slip surfaces. We put forward the ideas of compiling this calculation tool and expound the key points in load calculation such as applying nested functions and solving single variable equation. With this tool, users can quickly complete the calculation by merely inputting basic data. The calculation process is transparent and easy to check and unify the design standards. A couple of examples verify the accuracy and practicability of the tool. This method is beneficial to the popularization and application of stability calculation for dam foundation with multiple slip surfaces, and also offers a reference for similar design calculation.

Key words

gravity dam / multiple sliding surfaces / slide-resistant stability / Excel / automatic calculation

Cite this article

Download Citations
PENG Wen-ming, TANG Zhi-dan, WANG Fang-liang, YAN Yong. Application of Excel to Automatic Calculation of Slide-resistant Stability of Gravity Dam Foundation with Multiple Sliding Surfaces[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 156-163 https://doi.org/10.11988/ckyyb.20190802

References

[1] NB/T 35026—2014,混凝土重力坝设计规范[S].北京:中国电力出版社,2015.
[2] 周建平,钮新强,贾金生.重力坝设计二十年[M].北京:中国水利水电出版社,2008.
[3] 彭文明,马行东.多滑动面方法在官地电站深层抗滑稳定分析中的应用[J].四川水利,2008,4:6-9.
[4] 彭文明,姚 雷.建基面与软弱结构面组合的抗滑稳定分析方法探讨[J].raybet体育在线 院报,2014,31(4):46-47.
[5] 陈祖煜,汪小刚,杨 健,等.岩质边坡稳定分析:原理·方法·程序[M].北京:中国水利水电出版社,2005:443-446.
[6] 梅明荣,任青文.基于优化理论的刚体极限平衡模型[J].raybet体育在线 院报,1999,16(3):17-20.
[7] 彭文明. 坝体条分下的坝基抗滑力学机理及其影响分析[J]. 水力发电,2019,45(5):58-61,85.
[8] 彭文明. 重力坝多滑面深层抗滑稳定计算的优化方法[J].raybet体育在线 院报,2019,36(4):1-8.
[9] DL 5077—1997, 水工建筑物荷载设计规范[S].北京:中国电力出版社,1998.
[10]NB/T 35047—2015,水电工程水工建筑物抗震设计规范[S].北京:中国电力出版社,2015.
[11]SL319—2018, 混凝土重力坝设计规范[S].北京:中国水利水电出版社,2018.
[12]EM 1110-2—2200, Gravity Dam Design[S]. Washington DC: US Army Corps of Engineers, 1995.
PDF(2180 KB)

Accesses

Citation

Detail

Sections
Recommended

/

Baidu
map