深基坑预应力复合土钉支护稳定性的可靠性研究
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摘要
复合土钉支护技术在深基坑工程中已得到了广泛的应用 ,目前对其支护稳定性的评价 ,均采用安全系数的方法 ,这种定值化的方法 ,没有考虑土体参数的空间分布特点。为了对复合土钉支护稳定性的评价有一个准确的指标 ,利用可靠性分析方法 ,明确了预应力锚杆对土钉墙的作用效果 ,并对其稳定性进行了可靠性研究 ,得出了失稳概率。通过对工程实例的分析 ,证明了可靠性分析方法的实用性
The Composite prestressed soil nailing retaining technique is widely used for deep excavation in China, but at present the safety factor method is adopted to evaluate the stability of this retaining pattern. This valued evaluation method doesn't take account of the space distributing properties of soil's parameters. In order to offer an exact excavation index of the stability of this retaining pattern, this article defines the effect of prestressed bolt to soil nailing retaining wall, adopts reliability analysis method to carry out the reliability analyses of the stability of this retaining pattern, and gives out the failure probability of soil nailing retaining wall. By analyses of engineering cases, the practicability of the analysis method is verified.
The Composite prestressed soil nailing retaining technique is widely used for deep excavation in China, but at present the safety factor method is adopted to evaluate the stability of this retaining pattern. This valued evaluation method doesn't take account of the space distributing properties of soil's parameters. In order to offer an exact excavation index of the stability of this retaining pattern, this article defines the effect of prestressed bolt to soil nailing retaining wall, adopts reliability analysis method to carry out the reliability analyses of the stability of this retaining pattern, and gives out the failure probability of soil nailing retaining wall. By analyses of engineering cases, the practicability of the analysis method is verified.
引文
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[8]何广讷,张彦鹏.基坑支护稳定性的非确值分析[A].第八届全国岩土工程论文集[C].503～506
[2]祝玉学.边坡可靠性分析[M ].北京:冶金工业出版社,1993.
[3]栾茂田,辛军霞,赵尚传.面板堆石坝边坡稳定性可靠性分析及其应用[J].大连理工大学学报,2002,42(4):467～470.
[4]黄克中,毛善培.随机方法与模糊数学应用[M ].上海:同济大学出版社,1987.
[5]程良奎,张作湄,杨志银.岩土加固实用技术[M ].北京:地震出版社,1994.
[6]沈保汉.深基坑工程技术讲座(19).建筑技术开发[J].1999,26(6):44～46.
[7]陈昌富,彭小明.深基坑土钉墙外部稳定可靠度优化分析方法[J].湖南大学学报(自然科学版)1999,26(2):66～70.
[8]何广讷,张彦鹏.基坑支护稳定性的非确值分析[A].第八届全国岩土工程论文集[C].503～506
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