Improved analytical method for pile response due to foundation pit excavation

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

Engineering, Mechanical Engineering, Applied Mechanics +8

Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils

J. H. Wang, Zhongwen Xu, W. D. Wang · Journal of Geotechnical and Geoenvironmental Engineering · 2009 · 329 citations

Engineering, Civil Engineering, Foundation Engineering +14

Centrifuge model testing of tunnelling-induced ground and pile deformations

Nanthakumar Loganathan, H G Poulos, D.P. Stewart · Géotechnique · 2000 · 265 citations

Engineering, Civil Engineering, Foundation Engineering +16

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

Prediction of tunnel displacement induced by adjacent excavation in soft soil

Junfeng Zhang, Jin-Jian Chen, Jianhua Wang et al. · Tunnelling and Underground Space Technology · 2013 · 198 citations

Engineering, Civil Engineering, Geotechnical Engineering +15