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Probabilistic considerations for the design of deep foundations against excessive differential settlement

机译：过度差动定居深度基础设计的概率考虑因素

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Farzaneh Naghibi; Gordon A. Fenton; D.V. Griffiths;
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1. Probabilistic considerations for the design of deep foundations against excessive differential settlement [J] . Naghibi Farzaneh, Fenton Gordon A., Griffiths D. V. Canadian Geotechnical Journal . 2016,第7期

机译：设计防止过度差异沉降的深层基础的概率考虑
2. Reliability-based design of deep foundations based on differential settlement criterion [J] . Roberts Lance A., Misra Anil Canadian Geotechnical Journal . 2009,第2期

机译：基于差分沉降准则的深基基础可靠性设计
3. Consideration of soil strata heterogeneity influence on differential foundation settlements of overpasses for high-speed railways [J] . Sergei Kudryavtsev, Vladimir Ulitskii, Sergei Alekseev, MATEC Web of Conferences . 2019,第3期

机译：考虑地层非均质性对高速铁路立交桥基础沉降的影响
4. Probabilistic Design Methodology for Differential Settlement of Deep Foundations [C] . Lance A. Roberts, Anil Misra, Steven M. Levorson GEO-DENVER 2007 . 2007

机译：深基坑差异沉降的概率设计方法
5. Reliability-based settlement design of shallow foundations. [D] . Cavers, William. 2004

机译：基于可靠性的浅层基础沉降设计。
6. Probabilistic analysis and resistance factor calibration for deep foundation design using Monte Carlo simulation [O] . Thuy Vu, Erik Loehr, Douglas Smith 2018

机译：基于Monte Carlo模拟的深基础设计的概率分析和阻力系数标定。
7. Consideration of soil strata heterogeneity influence on differential foundation settlements of overpasses for high-speed railways [O] . Sergei Kudryavtsev, Vladimir Ulitskii, Sergei Alekseev, 2019

机译：对高速铁路立交桥差动基础沉降的土壤层外沉降的考虑

Probabilistic considerations for the design of deep foundations against excessive differential settlement

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