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Analysis of horizontal dynamic response of single pile under vertical load-Rayleigh wave combined action. [PDF]
PLoS OneZhao S +5 more
europepmc +1 more source
Friction of granular systems: the role of solid-liquid interaction. [PDF]
Sci RepMiron A +3 more
europepmc +1 more source
Influence mechanism exploration and machine learning prediction of loess compression deformation coefficient under multi-factor coupling effects. [PDF]
PLoS OneZhou W, Deng C, Wang J.
europepmc +1 more source
Unified solution of non-limit active and passive earth pressure of retaining wall considering soil arching effect. [PDF]
PLoS OneGao G, Chen J, Qian B, Xiong M.
europepmc +1 more source
Artificial Intelligence (AI) and Agribusiness: From Automation to Augmentation in a Global Context
Agribusiness, EarlyView.
Alexis H. Villacis
wiley +1 more source
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2001
The two major technical design considerations in geotechnical engineering are to: (1) avoid catastrophic failure, and (2) avoid excessive deformations (settlements, heave or lateral deformations). In the context of limit state design these are referred to as the ultimate and serviceability limit states, respectively.
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The two major technical design considerations in geotechnical engineering are to: (1) avoid catastrophic failure, and (2) avoid excessive deformations (settlements, heave or lateral deformations). In the context of limit state design these are referred to as the ultimate and serviceability limit states, respectively.
openaire +2 more sources