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Study on the effect of subway construction on adjacent architectural heritages and protection measures. [PDF]

Sci Rep
He Y, Liu B, Zhang H.
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Mechanical characteristics and calculation method of static pressure pile installation for PHC pipe piles in sandy soil foundation with pebble interlayer. [PDF]

Sci Rep
Zhou X, Yang C, Ming X, Dai M, Lu W, Zhang F.   +5 more
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Experimental study of tunnel effects on deformation mitigation in soft clay excavation using centrifuge and PIV. [PDF]

Sci Rep
Rui Y, Zhang X, Xue Y, Ren Z.
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Numerical analysis of mechanical response in bridge and pile foundations due to shield cutting of residual piles. [PDF]

Sci Rep
Li Y, Wu Z, Zhang W.
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Response of overlying masonry structure induced by double track EPBM cutting through cemented soil composite pile foundation field measurements and numerical analysis. [PDF]

Sci Rep
Li XS, Huang C, Ma SJ, Hong KR, Ding YG.
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Experimental study on the disturbance and control of cluster jet pile construction on existing railroad bridge foundations. [PDF]

Sci Rep
Liu T, Chen C, Leng W, Wu Z, Liao Y.
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Experimental study on the failure risk of existing metro station under unilateral large-scale excavation. [PDF]

Sci Rep
Zhou F, Zhou P, Cao K, Wang Z, Deng S, Zhou W, Liu S.   +6 more
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Uplift capacity of battered piles in sand

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Uplift Bearing Capacity of Squeezed Branch Pile Group

Geotechnical and Geological Engineering, 2022
Dehong Wang
exaly   +2 more sources

Uplift capacity of pile group anchors

Geotechnical and Geological Engineering, 2006
Experimental investigations on model single pile anchor and pile group anchors of configuration 2 × 2 subjected to uplift loads were conducted on dry Ennore sand, obtained from Madras, India. The embedment length to shaft width ratios, L/d = 20 and L/d = 30, and enlarged base width to shaft width ratios, B/d = 1,2,3, center to center spacing of pile ...
L. Vanitha, N. R. Patra, S. Chandra
openaire   +1 more source