岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2009年
12期
3846-3850
,共5页
于丽%王明年%房敦敏%陈炜韬
于麗%王明年%房敦敏%陳煒韜
우려%왕명년%방돈민%진위도
隧道施工%岩质围岩亚级分级%数量化理论%定量评定
隧道施工%巖質圍巖亞級分級%數量化理論%定量評定
수도시공%암질위암아급분급%수양화이론%정량평정
tunnel construction%rocky surrounding rock sub-classification%quantification theory%quantitative evaluation
为了对隧道施工阶段的围岩分级进行客观评价,提高判定数据的可靠性,必需建立一套实用的施工阶段围岩亚级分级方法,为隧道施工阶段的围岩分级服务.考虑到目前采用的属性指标的实际情况,特采用数量化理论对施工阶段岩质围岩亚级分级进行定量评定.通过对国内外情况的调查统计,得到了公路隧道围岩亚级分级的指标体系;并依托工程实际情况,在72条隧道中采集了800余条样本,从中选出了500条数据进行分析,完成了以数量化理论为基础的施工阶段围岩亚级的定量判定方法研究,并通过工程实例对判定方法进行了检验.研究结果表明:岩质围岩施工阶段亚级分级指标为岩石坚硬程度、岩体完整性状态、地下水状态;建立的数量化分级判别方程和判别值的自检平均符合率超过85%;数量化理论在岩质围岩施工阶段亚级分级应用中具有较高的可靠性.
為瞭對隧道施工階段的圍巖分級進行客觀評價,提高判定數據的可靠性,必需建立一套實用的施工階段圍巖亞級分級方法,為隧道施工階段的圍巖分級服務.攷慮到目前採用的屬性指標的實際情況,特採用數量化理論對施工階段巖質圍巖亞級分級進行定量評定.通過對國內外情況的調查統計,得到瞭公路隧道圍巖亞級分級的指標體繫;併依託工程實際情況,在72條隧道中採集瞭800餘條樣本,從中選齣瞭500條數據進行分析,完成瞭以數量化理論為基礎的施工階段圍巖亞級的定量判定方法研究,併通過工程實例對判定方法進行瞭檢驗.研究結果錶明:巖質圍巖施工階段亞級分級指標為巖石堅硬程度、巖體完整性狀態、地下水狀態;建立的數量化分級判彆方程和判彆值的自檢平均符閤率超過85%;數量化理論在巖質圍巖施工階段亞級分級應用中具有較高的可靠性.
위료대수도시공계단적위암분급진행객관평개,제고판정수거적가고성,필수건립일투실용적시공계단위암아급분급방법,위수도시공계단적위암분급복무.고필도목전채용적속성지표적실제정황,특채용수양화이론대시공계단암질위암아급분급진행정량평정.통과대국내외정황적조사통계,득도료공로수도위암아급분급적지표체계;병의탁공정실제정황,재72조수도중채집료800여조양본,종중선출료500조수거진행분석,완성료이수양화이론위기출적시공계단위암아급적정량판정방법연구,병통과공정실례대판정방법진행료검험.연구결과표명:암질위암시공계단아급분급지표위암석견경정도、암체완정성상태、지하수상태;건립적수양화분급판별방정화판별치적자검평균부합솔초과85%;수양화이론재암질위암시공계단아급분급응용중구유교고적가고성.
To evaluate the rock classification, a useful rock sub-classification method is needed to eliminate the subjectivism and empiricism and to improve the precision of rock classification. Therefore taking into account of the attributes of the current indices, quantification theory is adopted to give the rocky surrounding rock quantitative evaluation. At first the index system was built on the basis of survey; then 500 data was gained from the more than 800 examples of 72 tunnels; thus the quantitative evaluation was achieved. Finally, through case studies, the judge method based on quantification theory was tested and a high precision and reliability is achieved. The research results show: The indices of rocky surrounding rock sub-classification during construction are rock hardness degree, rock mass integrity condition and ground water condition. Self-check coincidence rate of the discriminatory equation and values based on quantification theory exceed 85%. Quantification theory is a reliable method in rocky surrounding rock sub-classification during construction.