岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2015年
2期
515-522
,共8页
高寒地区%冻融边坡%岩体质量%评价体系
高寒地區%凍融邊坡%巖體質量%評價體繫
고한지구%동융변파%암체질량%평개체계
alpine zone%freezing-thawing slope%rock mass quality%evaluation system
乌鲁木齐-尉犁高速公路是连接天山南北的重要通道,翻越天山公路沿线将产生大量的工程边坡,如何快速、准确地评价高寒地区现有边坡的稳定性,以及后续建设过程中对边坡稳定性的影响,直接关系到线位选择、工程量及投资估算量。基于岩体基本质量,选取边坡岩体结构面与边坡临空面组合因素、水文条件作为主要影响因素对现有边坡岩体质量进行修正,构建了现状的边坡岩体质量评价体系(TBQ)。在此基础上,考虑了大温差及水文条件造成的冻融风化作用、地震影响以及开挖方式等因素,构建了边坡岩体稳定性的预测评价体系(TFBQ),对于完善高寒地区边坡质量评价体系具有重要的研究意义。通过运用该体系对项目区边坡进行了稳定性评价及预测适用性分析,取得了较好效果。
烏魯木齊-尉犛高速公路是連接天山南北的重要通道,翻越天山公路沿線將產生大量的工程邊坡,如何快速、準確地評價高寒地區現有邊坡的穩定性,以及後續建設過程中對邊坡穩定性的影響,直接關繫到線位選擇、工程量及投資估算量。基于巖體基本質量,選取邊坡巖體結構麵與邊坡臨空麵組閤因素、水文條件作為主要影響因素對現有邊坡巖體質量進行脩正,構建瞭現狀的邊坡巖體質量評價體繫(TBQ)。在此基礎上,攷慮瞭大溫差及水文條件造成的凍融風化作用、地震影響以及開挖方式等因素,構建瞭邊坡巖體穩定性的預測評價體繫(TFBQ),對于完善高寒地區邊坡質量評價體繫具有重要的研究意義。通過運用該體繫對項目區邊坡進行瞭穩定性評價及預測適用性分析,取得瞭較好效果。
오로목제-위리고속공로시련접천산남북적중요통도,번월천산공로연선장산생대량적공정변파,여하쾌속、준학지평개고한지구현유변파적은정성,이급후속건설과정중대변파은정성적영향,직접관계도선위선택、공정량급투자고산량。기우암체기본질량,선취변파암체결구면여변파림공면조합인소、수문조건작위주요영향인소대현유변파암체질량진행수정,구건료현상적변파암체질량평개체계(TBQ)。재차기출상,고필료대온차급수문조건조성적동융풍화작용、지진영향이급개알방식등인소,구건료변파암체은정성적예측평개체계(TFBQ),대우완선고한지구변파질량평개체계구유중요적연구의의。통과운용해체계대항목구변파진행료은정성평개급예측괄용성분석,취득료교호효과。
The Urumqi-Yuli highway is an important channel connecting the north and south of the Tianshan Mountains. When the highway crosses the Tianshan Mountainsa, a lot of engineering slopes along the highway will be cut. How to quickly and accurately evaluate the stability of these existing slopes and access the influence on slopes by subsequent changes in the process of construction in the alpine region, would directly relate to the route selection, total engineering volume and the amount of investment estimation. Based on rock mass basic quality, a status quo slope quality evaluation system (TBQ) is established. In TBQ, the combining of rock mass discontinuity and slope free surface, the hydrologic condition are selected as the main factors to revise the existing rock mass quality evaluation system. On this basis, other several factors including freezing-thawing and weathering effect caused by the large temperature difference and hydrologic condition, the earthquake and excavation etc., are introduced, the prediction and evaluation system of rock slope stability(TFBQ) is established. Case application to a practical engineering shows that this system is applicable to evaluate and predict the slope stability in project area, and better results are obtained.