[1]刘超,袁颖,左朝晖,等.考虑土参数自相关距离影响的单桩可靠性设计方法[J].水文地质工程地质,2020,47(3):122-127.[doi:10.16030/j.cnki.issn.1000 -3665.201910004]
 LIU Chao,YUAN Ying,ZUO Zhaohui,et al.Pile reliability design considering the influence of soil auto -correlation distance[J].Hydrogeology & Engineering Geology,2020,47(3):122-127.[doi:10.16030/j.cnki.issn.1000 -3665.201910004]
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考虑土参数自相关距离影响的单桩可靠性设计方法()
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《水文地质工程地质》[ISSN:1000-3665/CN:11-2202/P]

卷:
47卷
期数:
2020年3期
页码:
122-127
栏目:
工 程 地 质
出版日期:
2020-05-15

文章信息/Info

Title:
Pile reliability design considering the influence of soil auto -correlation distance
文章编号:
1000 -3665(2020)03 -0122 -06
作者:
刘超12袁颖12左朝晖1宁志杰1周爱红12
1.河北地质大学勘查技术与工程学院,河北 石家庄050031;2.河北省高校生态环境地质应用技术研发中心,河北 石家庄050031
Author(s):
LIU Chao12 YUAN Ying12 ZUO Zhaohui1 NING Zhijie1 ZHOU Aihong12
(1.School of Exploration Technology and Engineering, Hebei GEO University, Shijiazhuang, Hebei050031, China;2.Hebei Center for Ecological and Environmental Geology Research, Hebei GEO University, Shijiazhuang, Hebei050031, China
关键词:
自相关距离递推平均法蒙特卡洛法可靠指标
Keywords:
auto -correlation distance spatial average method Monte Carlo method reliability index
分类号:
TU470+.3
DOI:
10.16030/j.cnki.issn.1000 -3665.201910004
摘要:
在岩土工程设计中,准确地衡量土层参数的空间变异性决定了设计结构的可靠性和经济性,土参数的自相关距离是反映其空间变异性的一个重要指标。目前对于自相关距离与结构可靠性之间的关系的研究还很不完善。本文以单桩可靠性设计为例,选取工程场地的静力触探试验数据,引入随机场理论描述侧摩阻力和锥尖阻力的分布特征,利用递推平均法计算各地基土层侧摩阻力和锥尖阻力的自相关距离,在描述土层侧摩阻力和锥尖阻力的分布特征时考虑了自相关距离的影响,进一步结合蒙特卡洛法计算单桩的可靠指标。结果表明土参数取值考虑自相关距离的影响后,降低了土参数分布的离散程度,计算的单桩可靠指标更高。在保证桩基安全度的前提下,设计结果能够降低工程成本。
Abstract:
In geotechnical engineering design, accurately measuring the spatial variability of soil parameters determines the reliability and economy of the design structure, and the distance of auto -correlation of soil parameters is an important index to reflect its spatial variability. At present, the relationship between auto -correlation distance and structural reliability is not perfect. In this paper, the reliability design of pile foundation is taken as an example. The static cone penetration test (CPT) data of engineering site are chosen, and the random field theory is introduced to describe the distribution characteristics of side friction and tip resistances in the soil layers. The auto -correlation distance of side friction and tip resistances is respectively calculated by the spatial average method. The auto -correlation distance is considered to reflect the distribution of side friction and tip resistances, and the reliability index of pile foundation is calculated by the Monte Carlo method. The results show that the value of soil parameters, taking into account the influence of the auto -correlation distance, the dispersion degree of soil parameter distribution can be reduced, and then the pile foundation reliability index is higher.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期: 2019 -10 -08; 修订日期: 2019 -12 -02
基金项目: 国家自然科学基金项目资助(41807231);河北省自然科学基金项目资助(D2019403182);河北省高等学校科学技术研究项目资助(QN2019196)
第一作者: 刘超(1986 -),男,讲师,博士,主要从事岩土工程及环境工程地质教学及研究工作。E -mail:liuchao198608@163.com
通讯作者: 袁颖(1976 -),男,教授,博士,主要从事环境和灾害地质、工程地质的教学和科研工作。E -mail:yuanyingson@163.com
更新日期/Last Update: 2020-05-15