四川理工学院学报：自然科学版
四川理工學院學報：自然科學版
사천리공학원학보：자연과학판
Journal of Sichuan University of Science & Engineering:Natural Science Editton
2011年
5期
564-567
,共4页
软弱易滑层%现场大剪试验%反算分析%稳定性评价%适宜性分区
軟弱易滑層%現場大剪試驗%反算分析%穩定性評價%適宜性分區
연약역활층%현장대전시험%반산분석%은정성평개%괄의성분구
soft slippery layer%locate large-scale shearing test%anti-analysis%stability evaluation%appropriate zoning
根据重庆市酉阳龚滩新镇迁建区内软弱易滑层复杂特征,采用室内试验、现场大剪试验和反算参数综合确定计算参数,并根据乌江水位变化特征设置5种计算工况,评价场地稳定性和适宜性,并提出了工程措施建议,为场地边坡治理提供了重要的依据。
根據重慶市酉暘龔灘新鎮遷建區內軟弱易滑層複雜特徵,採用室內試驗、現場大剪試驗和反算參數綜閤確定計算參數,併根據烏江水位變化特徵設置5種計算工況,評價場地穩定性和適宜性,併提齣瞭工程措施建議,為場地邊坡治理提供瞭重要的依據。
근거중경시유양공탄신진천건구내연약역활층복잡특정,채용실내시험、현장대전시험화반산삼수종합학정계산삼수,병근거오강수위변화특정설치5충계산공황,평개장지은정성화괄의성,병제출료공정조시건의,위장지변파치리제공료중요적의거。
According to the complicated features of softly slippery layer in the area of Chongqing Youyang Gongtan,the shear strength parameters of softly slippery layer are determined by the laboratory tests,locate large-scale shearing test and anti-analysis.Five kinds of computing work are designed according to the water level change feature in Wujiang river,we analyzed and evaluated site stability and suitability,and made suggestions about project,provide important basis for site slope optimum.
