Assessment of Structural Foundation's Contribution to the Stability of a Site Susceptible to Sliding

机译：对结构基础对易受滑动的稳定性的贡献评估

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Assessment deep foundation structural system's contribution on stability of a site susceptible to sliding when using "top carrier piles" represents the main objective of this paper. For this, pile-ground interaction was analyzed in case of full mobilization of the shear resistance soil after dangerous surfaces of yielding. Afterwards, with the aid of the results obtained, the bundle between the number of structural piles and the number of piles necessary for ensuring the stability of settlement in known soil conditions was established.

机译：评估深层基础结构系统对使用“顶架桩”时易感滑动的站点稳定性的贡献代表了本文的主要目标。为此，在屈服后抗剪切抗性土壤的情况下分析桩基相互作用。之后，借助得到的结果，建立了结构桩数与确保已知土壤条件下稳定性所需的桩数之间的束。

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《International Conference Interdisciplinarity in Engineering》|2017年|537 p.|共8页
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Ioan Tuns; Marius Mantulescu;
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中图分类一般工业技术;
关键词
pile; slope; stress; displacement; level of assurance.;

机译：桩;坡度;压力;位移;保证水平。;
入库时间 2022-08-20 23:19:44

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1. Anti-sliding stability of a gravity dam on complicated foundation with multiple structural planes [J] . Yuan Chen, Gengxin Yang, Jianhua Dong International Journal of Rock Mechanics and Mining Sciences . 2012,第Null期

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2. Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation [J] . McGann Christopher R., Arduino Pedro Soil Dynamics and Earthquake Engineering . 2015,第DECaPTaB期

机译：数值评估基础钉，桥面抵抗力和3D场地几何形状对桥梁基础对液化引起的横向土体变形的要求的响应
3. Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation [J] . McGann Christopher R., Arduino Pedro Soil Dynamics and Earthquake Engineering . 2015,第Deca2期

机译：数值评估基础钉，桥面抵抗力和3D场地几何形状对桥梁基础对液化引起的横向土体变形的要求的响应
4. Assessment of Structural Foundation's Contribution to the Stability of a Site Susceptible to Sliding [C] . Ioan Tuns, Marius Mantulescu International Conference Interdisciplinarity in Engineering . 2017

机译：对结构基础对易受滑动的稳定性的贡献评估
5. Assessment of individual and population-level endpoints in red-eared slider turtles (Trachemys scripta) from a metal-contaminated Superfund site. [D] . Hays, Kimberly Anne. 2005

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6. Discontinuous rock slope stability analysis under blocky structural sliding by fuzzy key-block analysis method [O] . Mohammad Azarafza, Haluk Akgün, Mohammad-Reza Feizi-Derakhshi, 2020

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7. The Structural Foundations of International Finance. Problems of Growth and Stability.Padoan, Pier Carlo, Paul A. Brenton et Gavin Boyd (dir.). Northampton, ma, Edward Elgar Publishing, 2003, 256 p. [O] . Nyahoho, Emmanuel 2004

机译：国际金融的结构基础。增长和稳定的问题.padoan，Carlo pier，paul a. Brenton和Gavin Boyd（编辑）。 Northampton，ma，Edward Elgar publishing，2003,256 p。
8. Design of Gravity Dams on Rock Foundations. Sliding Stability Assessment by Limit Equilibrium and Selection of Shear Strength Parameters. [R] . Nicholson, G. A. 1983

机译：岩基重力坝设计。极限平衡滑动稳定性评估及抗剪强度参数选择。

Assessment of Structural Foundation's Contribution to the Stability of a Site Susceptible to Sliding

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