Results 201 to 210 of about 2,526 (261)

Optimization and field validation of laterally loaded helical piles for solar farm infrastructure projects. [PDF]

Sci Rep
Kim HJ, Reyes JV, Kim HS, Park TW, Dinoy PR, Kim TE.   +5 more
europepmc   +1 more source

Machine learning-based method for determining regional parameters of the HSS model: a case study of Qingdao, China. [PDF]

Sci Rep
Yuan C, Zhang Q, Feng H, Wang K, Zhang S.   +4 more
europepmc   +1 more source

Innovative digital control minor-disturbance equipment for deep mixing. [PDF]

Sci Rep
Du C, Ye GB, Lou RX, Zhang Z, Li Q.
europepmc   +1 more source

An innovative foundation for enhancing the mechanism of transferring vertical loads on sandy soil. [PDF]

Sci Rep
Alsanabani N, Hamid W, Alnuaim A, Al-Gahtani K.   +3 more
europepmc   +1 more source

Modified analytical analysis for calculating the stress of anti-slide structures with continuous ladders basing on geological environmental protection. [PDF]

Sci Prog
Chen G, Liu D, Guo G.
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

Some of the next articles are maybe not open access.

Related searches:

Beam–Unequal Length Piles–Soil Coupled Vibrating System Considering Pile–Soil–Pile Interaction

Journal of Bridge Engineering, 2021
Abstract In recent years, the π-shape structure, that is, two pile shafts supporting a reinforced concrete beam and its superstructure, is increasingly used for bridge foundations.
Juntao Wu, M. Hesham El Naggar, Shuang Zhao, Minjie Wen, Kuihua Wang   +4 more
openaire   +1 more source

Inelastic Analysis of Pile–Soil Interaction

Journal of Geotechnical and Geoenvironmental Engineering, 2004
In this paper, inelastic pile–soil interaction is analyzed by using a hybrid type of numerical method. Piles are modeled as linear finite elements and the soil half-space is modeled using boundary elements. Inelastic modeling of the soil media is introduced by a rational approximation to a continuum with nonlinear interface springs along the piles. For
S. Küçükarslan, P. K. Banerjee
openaire   +1 more source

INELASTIC DYNAMIC ANALYSIS OF PILE-SOIL-STRUCTURE INTERACTION

International Journal of Computational Engineering Science, 2004
In this paper, inelastic pile-soil-structure interaction for dynamic analysis is formulated by coupling finite element and boundary element methods. Linear beam-column finite elements are used to model the piles and structural elements. The continuum is assumed to be elastic and an efficient step by step time integration scheme is implemented by using ...
S. Küçükarslan, P. K. Banerjee
openaire   +1 more source

Inelastic analysis of pile soil structure interaction

Engineering Structures, 2003
Abstract In this paper, inelastic pile soil structure interaction is analyzed by using a hybrid type of numerical method. Piles and structural elements are modeled as linear finite elements and soil half space is modeled by using boundary elements. Inelastic modeling of soil media is presented by introducing a rational approximation to continuum with
S. Küçükarslan, P.K. Banerjee, N. Bildik   +2 more
openaire   +1 more source