Analytical solution for evaluating deformation response of existing metro tunnel due to excavation of adjacent foundation pit

LXVI. <i>On the correction for shear of the differential equation for transverse vibrations of prismatic bars</i>

S. Timoshenko · The London Edinburgh and Dublin Philosophical Magazine and Journal of Science · 1921 · 2.6K citations

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Force at a Point in the Interior of a Semi-Infinite Solid

R. D. Mindlin · Physics · 1936 · 1.4K citations

Natural Sciences, Mechanical Engineering, Mechanical Behavior Of Materials +12

The General Theory of Stresses and Displacements in Layered Systems. I

D. M. Burmister · Journal of Applied Physics · 1945 · 524 citations

Engineering, Civil Engineering, Foundation Engineering +15

Soil—pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions

Assaf Klar, Teb Vorster, Kenichi Soga et al. · Géotechnique · 2005 · 254 citations

Engineering, Civil Engineering, Geotechnical Engineering +9

Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect

Rongzhu Liang, Tangdai Xia, Maosong Huang et al. · Computers and Geotechnics · 2016 · 239 citations

Engineering, Civil Engineering, Geotechnical Engineering +15