Results 111 to 120 of about 117,906 (198)

Rapid Evaluation Method to Vertical Bearing Capacity of Pile Group Foundation Based on Machine Learning. [PDF]

Sensors (Basel)
Cao Y, Ni J, Chen J, Geng Y.
europepmc   +1 more source

Fractional-Order Ultrasonic Sensing for Monitoring Microstructural Evolution in Cementitious Materials. [PDF]

Sensors (Basel)
Zheng H, Lu C, Zhou X, Jia X, Lv X, Shi Z, Zhang G.   +6 more
europepmc   +1 more source

A Variable Reduction Approach for Microbeams on Elastic Foundation. [PDF]

Sensors (Basel)
Previati G, Stabile P, Ballo F.
europepmc   +1 more source

Numerical study on bearing performance of rock socketed pile anchored by inclined anchors under uplift and horizontal combined load. [PDF]

Sci Rep
Xie Z, Qian Z, Zhang Y, Xie Q, Duan J.
europepmc   +1 more source

Study on negative friction of pile foundation in homogeneous layered soil in collapsible loess area. [PDF]

Sci Rep
Wang Z, Xin L, Ye S, Wu J, Ye W, Li J.
europepmc   +1 more source

Simplified method for estimating settlement of disconnected piled raft foundations based on a finite element approach using interaction factors. [PDF]

Sci Rep
Yoon B, Lee C.
europepmc   +1 more source

Lateral spreading mitigation in gravity quay walls backfilled with coral sand through electrolysis desaturation treatment. [PDF]

Sci Rep
Guo J, Chen Y, Xie X, Yao Y, Li C, Wang Q.   +5 more
europepmc   +1 more source

First sub-MeV nuclear reaction measurements in a heavy-ion storage ring. [PDF]

Eur Phys J A Hadron Nucl
Marsh JJ, Bruno CG, Davinson T, Woods PJ, Andelkovic Z, Barbieri L, Bemmerer D, Biniskos A, Boudefla D, Corvisiero P, Csedreki L, Dellmann SF, Fedotova S, Friere-Fernández D, Forstner O, Glorius J, Gumberidze A, Hanu EO, Herfurth F, Hillenbrand PM, Hubbard N, Kalinin A, Krantz C, Lestinsky M, Litvinov Y, Masha E, Menz EB, Müller DA, Nociforo C, Petridis N, Robb D, Rooney A, Sanjari MS, Sidhu RS, Skowronski J, Spillman U, Stöhlker T, Vorobyev G, Wang Y, Wilsenach H, Yamaguchi T.   +40 more
europepmc   +1 more source

Evaluation of collapsible deformation of foundation under rectangular load based on the improved binary medium model. [PDF]

PLoS One
Abbas N, Akbar M, Elsayed SBA, Ahmed G, Yosri AM, Arshid MU, Elkady M.   +6 more
europepmc   +1 more source

Mechanical properties and energy dissipation mechanism of sandstone with cross-cutting joints under uniaxial loading. [PDF]

Sci Rep
Yang M, Guo M, Mu L, Zhang N.
europepmc   +1 more source