z-logo
open-access-imgOpen Access
Study on anti-seepage treatment and seepage control effect of core dam foundation curtain of the fault fracture zone in Xinjiang province
Author(s) -
Hao Cui,
Liang Chen,
Jin long Wang,
Zhang Wei
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/643/1/012108
Subject(s) - overburden , impervious surface , geotechnical engineering , geology , fracture zone , foundation (evidence) , permeability (electromagnetism) , fault (geology) , fracture (geology) , seismology , law , ecology , genetics , membrane , biology , political science
The treatment effect of dam foundation fracture zone is related to dam safety, A case is provided base on the fault-fracture zone with large permeability in a core dam foundation in Xinjiang province, The dam foundation seepage model is established with the seepage finite element method base on The test results of post-grouting in the fault-fracture zone, simulation working conditions of different curtain depth and permeability indicate that significant impervious effects of compound grouting and depth-curtain at fault zone, leakage is less in the dam foundation and seepage stability meet the requirement on the riverbed overburden in the downstream, The results are high reference value for similar projects.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here