水利与建筑工程学报
水利與建築工程學報
수리여건축공정학보
TECHNIQUE OF SEEPAGE CONTROL
2015年
1期
60-64
,共5页
高边坡%抗震稳定性%监测分析
高邊坡%抗震穩定性%鑑測分析
고변파%항진은정성%감측분석
high slope%seismic stability%monitoring analysis
针对现行规范在公路高边坡抗震稳定性计算的设计思想和指导力度上难以满足工程需要的情况。以具体工程实例为背景，通过比较地震角法、规范法的计算结果，表明，地震角法较规范法偏于保守；同时结合监测数据进行分析，验证了抗震设计的可靠性。
針對現行規範在公路高邊坡抗震穩定性計算的設計思想和指導力度上難以滿足工程需要的情況。以具體工程實例為揹景，通過比較地震角法、規範法的計算結果，錶明，地震角法較規範法偏于保守；同時結閤鑑測數據進行分析，驗證瞭抗震設計的可靠性。
침대현행규범재공로고변파항진은정성계산적설계사상화지도력도상난이만족공정수요적정황。이구체공정실례위배경，통과비교지진각법、규범법적계산결과，표명，지진각법교규범법편우보수；동시결합감측수거진행분석，험증료항진설계적가고성。
This study aimed at the current situation that the existing specifications could not meet the needs of engineering from the prospects of designing methods and construction measures for highway high slope seismic stability .According to the specific engineering example ,it indicates that the seismic angle method is proven too conservative to be satisfactory through the comparison calculation between the seismic angle method and standard method .Meanwhile ,the reliability of seismic design is verified combining with the monitoring data analysis .
