Results 151 to 160 of about 34,775 (211)

Predicting the uplift capacity of circular anchors in frictional-cohesive soils using Kolmogorov-Arnold networks. [PDF]

Sci Rep
Vu-Hoang T, Nguyen T, Shiau J, Pham-Tran HT, Nguyen-Thoi T.   +4 more
europepmc   +1 more source

Experimental study on vertical compressive bearing capacity of single pile in Weihe river second terrace. [PDF]

Sci Rep
Du X, Liu F.
europepmc   +1 more source

Experimental study of influencing pile to cap connections on the rocking behaviors of piled foundations. [PDF]

Sci Rep
Amiri A, Mir Mohammad Hosseini SM, Soroush A.   +2 more
europepmc   +1 more source

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
europepmc   +1 more source

Study on the load-supporting characteristic of the new type of support disc-type anchor under cyclic loading test. [PDF]

Sci Rep
Gu F, Wang J, Chang H, Sun Q, Gan Z, Jiang H.   +5 more
europepmc   +1 more source

Finite element analysis for pullout resistance and progressive failure of strip anchors in strain softening marine soils. [PDF]

Sci Rep
Ye X, Wei W, Zhang H, Ji Z, Tang H, Zhao X.   +5 more
europepmc   +1 more source

Field test and numerical simulation study on bonding performance of high-strength steel anti-floating anchor rod under rotary jet grouting construction. [PDF]

Sci Rep
Wei X, Wei J, Kuang Q, Yan C, Chen L, Liang S.   +5 more
europepmc   +1 more source

Structural resilience of skylights with perforated panels in healthcare facilities: a case study. [PDF]

Sci Rep
Naqash MT, Ali M, Asteris PG, Formisano A.   +3 more
europepmc   +1 more source

Social Enterprise: A Moral Framework for Leadership and Excellence? [PDF]

, 2009
Lim, Leng Leroy, Teo, Kevin
core  

Influence of soil-structure interaction and ground motion parameters on the seismic vulnerability of RC buildings. [PDF]

Sci Rep
Debnath P, Das T, Choudhury D.
europepmc   +1 more source