2024年太沙基讲座获得者Whittle, A.J.教授的论文 (GeotechSet)

8月前浏览924

1. 引言

在整理这个列表的过程中，偶然发现前一段时间作了一件无聊的事情，在太沙基讲座的获得者还未公布之前，曾经使用多种GPT工具(ChatGPT, Bing, Claude, Bard)预测了2024年的获得者，结果发现可能的获奖者竟然就是Andrew J. Whittle，尽管我知道这纯属偶然的概率估算，但确实对这个预测结果感到很神奇。

下面列出的是Andrew J. Whittle教授【太沙基讲座(Terzaghi Lecture, 1963-2024)】的26篇论文，这些论文全部来自GeotechSet数据集，没有参考任何外部文献。

2. Whittle的论文

[1] (1992) Assessment of an effective stress analysis for predicting the performance of driven piles in clays.【检查和评价土的有效应力(Evaluate the effective stress of soil)】

[2] (1993) Evaluation of a constitutive model for overconsolidated clays.【静止土压力系数Ka的扩展计算方法】

[3] (1993) Analysis of a deep excavation in Boston.【[最新文献]实用方法预测地面移动---纽约曼哈顿开挖案例研究[12/19/2020]】

[4] (1993) The effects of installation disturbance on interpretation of in-situ tests in clay.【Hoek-Brown模型扰动因子(Disturbance Factor D)的衰变研究】

[5] (1994) Model Prediction of Anisotropic Behavior of Boston Blue Clay.【各向异性岩体的数值模型(Anisotropic Rock Mass Model)】

[6] (1994) Stress-deformation behavior of an embankment on Boston blue clay.【[文献]利用软土蠕变模型预测路堤沉降(Soft Soil Creep model)[10/22/2020]】

[7] (1994) Formulation of MIT‐E3 Constitutive Model for Overconsolidated Clays.

[8] (1995) Compression model for cohesionless soils. 【无粘结性土地基的沉降计算方法(Immediate Settlement in Cohesionless Soil)】

[9] (1998) Undrained limit analysis for combined loading of strip footings on clay.【[最新文献]循环单轴和三轴剪切的液化阻力: 一个比较研究 [11/8/2020]】

[10] (1998) Time effects in the compression of sands. 【隧道纵向变形曲线 LDP (Longitudinal Deformation Profile)】

[11] (1999) Formulation of a unified constitutive model for clays and sands.【岩石脆性破坏和断裂扩展的DFN-FDEM分析】

[12] (1999) Role of finite element methods in geotechnical engineering.【使用自定义的岩土数据(GeotechSet)增强ChatGPT的回答能力】

[13] (2000) Base Stability of Deep Excavation in Anisotropic Soft Clay.【各向异性线性强度模型(Anisotropic Linear Strength Model)】

[14] (2000) Role of undrained strength anisotropy in stability analyses.【UJRM数据集---Ubiquitous Joint Rock Mass Modelling】

[15] (2000) Model for dynamic shear modulus and damping for granular soils.【zone mechanical命令】

[16] (2001) Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe.【设置初始孔隙压力(Pore Pressure)】

[17] (2002) Evaluation of a constitutive model for clays and sands: Part I - Sand behaviour.【第62届朗金讲座 | Lidija Zdravkovic教授---岩土工程中的数值方法】

[18] (2003) Calculations of bearing capacity factor Nγ using numerical limit analyses.【纪念 | 现代岩土工程领域的教育家和多产作家---Dr. Braja Das(1941-2023)】

[19] (2003) Undrained stability of braced excavations in clay.【使用非排干脆性指数粗略估算静态液化(undrained brittleness index)】

[20] (2007) Nicoll Highway collapse: Evaluation of geotechnical factors affecting design of excavation support system.【第五届土力学和岩土工程新进展国际会议(岩土工程课程outline)】

[21] (2011) Bearing Capacity of Spatially Random Cohesive Soil Using Numerical Limit Analyses.【隧道开挖稳定性概率分析(Probabilistic analysis of tunnel stability)】

[22] (2013) Evaluation and Prediction of 17th Street Canal I-Wall Stability Using Numerical Limit Analyses.【尾矿坝破坏原因的不同解释】

[23] (2013) Model prediction of static liquefaction: inﬂuence of the initial state on potential instabilities.【使用非排干脆性指数粗略估算静态液化(undrained brittleness index)】

[24] (2016) Effect of spatial variability on the slope stability using random field numerical limit analyses. 【新的监管环境下矿产资源及其不确定性的地质统计学评价】

[25] (2018) A novel elasto-viscoplastic formulation for compression behaviour of clays.【压缩指数Cc的经验估算---与初始孔隙比e0的回归关系】

[26] (2022) Stability Analysis of Upstream Tailings Dam Using Numerical Limit Analyses.【尾矿坝破坏原因的不同解释】