Charles Augustin de Coulomb, the artisan of modern geotechnical engineering

Suzanne Lacasse
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Abstract

The paper puts in perspective the influence of Charles-Augustin de Coulomb on the research and practice of modern geotechnical engineering. In his “Essai” (1773), Coulomb presented clear propositions on friction and cohesion on a sliding plane, giving birth to today’s soil mechanics. Coulomb’s theory started with the suggestion that the strength on a slip plane must involve a combination of friction and cohesion. Coulomb used calculus to obtain active earth pressure and show how friction and cohesion together affect lateral earth pressure. Coulomb was a gifted experimental scientist and wrote, when discussing friction, cohesion and interlocking that “only experiment can help us to decide the reality of the different causes” [for resistance]. With his fundamental equation [± t = c + µσ = c + tan ϕ σ ], Coulomb brought his theory to design. Design guidelines and standards are written in terms of cohesion and friction, and Coulomb’s fundamental slip plane model still dominates today’s soil mechanics. Coulomb’s insight led to further developments by Terzaghi, Hvorslev, Skempton, and the ensuing work at Imperial College and Cambridge University in the UK, at Harvard and at MIT (Lambe, Whitman, and Ladd) in the USA. Coulomb’s work, originally for masonry, has enabled the geotechnical profession to map soil behaviour, and continues to inspire new generations of researchers to look into improved and novel models and interpretations of the shear strength of soil and rock.
查尔斯·奥古斯丁·德·库仑,现代岩土工程的工匠
本文论述了库仑理论对现代岩土工程研究和实践的影响。库仑在他的《土论》(1773)中,对滑动面上的摩擦和黏聚力提出了明确的命题,从而产生了今天的土力学。库仑理论首先提出,滑移面上的强度必须包含摩擦和内聚的结合。库仑用微积分得到了主动土压力,并展示了摩擦和黏聚如何共同影响侧向土压力。库仑是一位天才的实验科学家,在讨论摩擦、内聚和连锁时,他写道,“只有实验才能帮助我们确定(造成阻力的)不同原因的真实性”。通过他的基本方程[±t = c +µσ = c + tan φ σ],库仑将他的理论带入了设计。设计准则和标准是根据黏聚力和摩擦力来编写的,库仑的基本滑移面模型仍然主导着今天的土力学。库仑的洞见带动了Terzaghi、Hvorslev、Skempton的进一步发展,以及随后在英国帝国理工学院、剑桥大学、哈佛大学和美国麻省理工学院(Lambe、Whitman和Ladd)的工作。库仑的工作,最初是为砖石,使岩土工程专业绘制土壤的行为,并继续激励新一代的研究人员研究改进和新颖的模型和解释的土壤和岩石的抗剪强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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