DesignThis paper describes an automated algorithm for determining the length and diameter of monopile foundations subject to lateral loads with the aim of minimising the pile weight, whilst satisfying both ultimate and serviceability limit states. The algorithm works by wrapping an optimisation routine ...
Calculations indicated that design lateral loads would give pile deflections greater than the database on which API design criteria are based. Centrifuge tests were conducted to develop criteria for large lateral deflections and group effects. Results are used to develop a design basis and are ...
Innovative Geotechnics provides innovative geotechnical design tools for soil-structure interaction and deep foundation problems such as single piles or pile groups under lateral and vertical loads. Single Piles and Pile Groups Innovative Geotechnicsprovide geotechnical design tools for soil-structure interactio...
Marine Pile Design - Load Sharing? 1 Thread starter scotthicks99 Start date Nov 3, 2003 Not open for further replies. Nov 3, 2003 #1 scotthicks99 Coastal Nov 3, 2003 4 I am looking for references on the load sharing of lateral loads on marine pile systems, say in a group of ...
LateralpileMany structures often carry lateral loads due to earth pressure, wind, earthquakes, wave action and ship impact. The accurate predictions of the load–displacement response of the pile group as well as the straining actions are needed for a safe and economic design. Most research ...
ExpansionfheffshoreK wind energyectorastimulatedenewed interest inheesponsef pileso lateralndoment loads.his paperompareshetatefhert inoundation design withurrent industryrends inffshore windurbineonstruction.heistorical evolutionf pile designor lateral loading is described in detail,ocusingnhemerican Petro...
Publ Tokyo: Japanese Assoc for Steel Pipe Piles, 1977Show moreShow less Choose an option to locate/access this article: Check if you have access through your login credentials or your institutionCheck access Purchase $35.95 DOI: 10.1016/0148-9062(80)90177-1 Get rights and content...
Centrifuge model testing to ascertain vertical displacements of a pile under cyclic lateral loads Rights and permissions Reprints and permissions About this article Cite this article Zheng, G., Sun, Jb., Zhang, Tq. et al. Centrifuge model testing to ascertain vertical displacements of a pile under...
The load distributions of the grouped piles under lateral loads acting from one side of the pile cap could be approximately modeled using the elasticity equations with the assumptions that the underground structure is rigid enough to sustain the loads, and only small deformations of the soils are ...
In this paper, the analysis of a numerical study of pile–soil interaction subjected to axial and lateral loads is presented. An analysis of the composite pile–soil system was performed using the finite difference (FD) software LPILE. Two three dimensional, finite element (FE) models of pile...