贵州科学
貴州科學
귀주과학
GUIZHOU SCIENCE
2012年
5期
49-53,60
,共6页
公路滑坡%治理%抗滑桩
公路滑坡%治理%抗滑樁
공로활파%치리%항활장
highway landslide%control%anti-slide pile
本文详细论述山区公路滑坡地质灾害的成因机理，通过计算分析判定滑坡体的稳定性，因抗滑桩的抗滑能力好、支挡效果好、设柱位置灵活等优点，结合实际情况提出了滑坡治理采用以抗滑桩为主的综合治理措施。
本文詳細論述山區公路滑坡地質災害的成因機理，通過計算分析判定滑坡體的穩定性，因抗滑樁的抗滑能力好、支擋效果好、設柱位置靈活等優點，結閤實際情況提齣瞭滑坡治理採用以抗滑樁為主的綜閤治理措施。
본문상세논술산구공로활파지질재해적성인궤리，통과계산분석판정활파체적은정성，인항활장적항활능력호、지당효과호、설주위치령활등우점，결합실제정황제출료활파치리채용이항활장위주적종합치리조시。
The geological hazard formation mechanism was discussed in detail for the highway landslide in moun- tainous areas. The stability of the landslide was calculated and analyzed. The anti-slide pile had many advantages, such as good skid resistance, good retaining effect and flexible position. A comprehensive control measure was put forward for landslide control by using the anti-slide pile based on actural situations.
