Numerical simulation of slope stability of the abandoned dreg site

Xiao Wang; Zhigang Deng; Dong Ni; Dong Zhang; Jing Zhao

doi:10.1051/e3sconf/202123301062

All issues

Volume 233 (2021)

E3S Web Conf., 233 (2021) 01062

References

Open Access

Issue		E3S Web Conf. Volume 233, 2021 2020 2^nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)


Article Number		01062
Number of page(s)		4
Section		NESEE2020-New Energy Science and Environmental Engineering
DOI		https://doi.org/10.1051/e3sconf/202123301062
Published online		27 January 2021

Mao X.S., Song Y.P., Wu Q., Liu L.Q., Xiao Y.J. (2018) Stability analysis of abandoned dreg site slope under condition of seepage flow. Journal of Lanzhou University of Technology, 44(2):139-143. [Google Scholar]
Jiang N., Zhu T.P., Zhao J.W., Zhang L.Q. () Discussion on stability calculation method of spoil ground under rainfall infiltration conditions. Yellow River, 42(10): 96-99, 103. [Google Scholar]
Zhang Y.L., Liu S.C., Zhou P., Yang K.W., Liang S. (2013) Stability analysis of excavation of tunnel opening soil high heading slope based on strength reduction method. Journal of Beijing Jiaotong University, 37(3): 68-72. [Google Scholar]
Liang Z.N., Gong L., Ma X.F., Wu J.L. (2019) Stability analysis of abandoned dreg site for tunnels based on strength reduction method. Subgrade Engineering, 5: 43-46. [Google Scholar]
Zeng L., Fu H.Y., He W., He Z.M., Zhou G.K. (2013) Effects of rainfall infiltration factors on stability of carbonaceous mudstone embankment slope. Journal of Highway and transportation Research and Development, 30(3): 39-44, 58. [Google Scholar]
Yang C., Zuo S.Y. (2019) Study on influence of continuous rainfall on soil slope stability. Subgrade Engineering, 5: 6-11. [Google Scholar]
Qin J.Q., Wang D.Q. (2020) Research on seepage field and stability of highway slope under rainfall conditions. Subgrade Engineering, 5: 120-125. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] Mao X.S., Song Y.P., Wu Q., Liu L.Q., Xiao Y.J. (2018) Stability analysis of abandoned dreg site slope under condition of seepage flow. Journal of Lanzhou University of Technology, 44(2):139-143. [Google Scholar]

[2] Jiang N., Zhu T.P., Zhao J.W., Zhang L.Q. () Discussion on stability calculation method of spoil ground under rainfall infiltration conditions. Yellow River, 42(10): 96-99, 103. [Google Scholar]

[3] Zhang Y.L., Liu S.C., Zhou P., Yang K.W., Liang S. (2013) Stability analysis of excavation of tunnel opening soil high heading slope based on strength reduction method. Journal of Beijing Jiaotong University, 37(3): 68-72. [Google Scholar]

[4] Liang Z.N., Gong L., Ma X.F., Wu J.L. (2019) Stability analysis of abandoned dreg site for tunnels based on strength reduction method. Subgrade Engineering, 5: 43-46. [Google Scholar]

[5] Zeng L., Fu H.Y., He W., He Z.M., Zhou G.K. (2013) Effects of rainfall infiltration factors on stability of carbonaceous mudstone embankment slope. Journal of Highway and transportation Research and Development, 30(3): 39-44, 58. [Google Scholar]

[6] Yang C., Zuo S.Y. (2019) Study on influence of continuous rainfall on soil slope stability. Subgrade Engineering, 5: 6-11. [Google Scholar]

[7] Qin J.Q., Wang D.Q. (2020) Research on seepage field and stability of highway slope under rainfall conditions. Subgrade Engineering, 5: 120-125. [Google Scholar]