The model "pile- soil springs" with the concepts of p-y, t-z and q-w curves has increasingly been applied to structural problems that consider superstructure and pile foundation working simultaneously. Meanwhile, "equivalent piles" is the model that has conventionally been used in Vietnam over...
Analysis of piles in soil undergoing lateral movement An analysis is described for the behavior of a pile in a soil undergoing lateral movements due to some external cause such as an embankment. Some of the fa... HG Poulos - 《Asce Soil Mechanics & Foundation Division Journal》 被引量: 334...
Back-analysis of model tests on piles in sand subjected to long-term lateral cyclic loading: Impact of the pile installation and application of the HCA mod... The back-analysis of model tests on piles subjected to high-cyclic lateral loading using the high-cycle accumulation (HCA) model is ...
The discussers observe that the author of the paper has made a good contribution to the analysis of horizontal pressures on piles due to causes other than those directly transmitted by the structures they support. The authors of the study (which is a comprehensive theoretical analysis on the top...
Load transfer to piles due to the relative movement between the piles and the moving soil is a fairly complex soil-pile interaction problem. Different analysis methods are available in literature to estimate the loads on piles. However, the predicted loads on the piles calculated by these methods...
Both lateral stiffness and lateral capacity of piles (friction or end-bearing) are very sensitive to the properties of the surrounding soil. In current seismic analysis procedures, the effect of soil on lateral response is incorporated through nonlinear distributed soil springs along the pile within ...
Both unrestrained and restrained piles have been considered. The lateral deflections have been calculated using the concept of a coefficient of subgrade reaction. The ultimate lateral resistance has been evaluated. The results from the proposed methods of analysis have been compared with available test ...
An analysis of pile lateral response to transient dynamic loading and to harmonic loading is presented allowing for nonlinear soil behavior, discontinuity conditions at the pile-soil interface and energy dissipation through different types of damping. Furthermore, the effect of neighbouring piles is take...
FDEM analysis of deep rock mass failure and its impact on horizontal bearing capacity in offshore wind turbine piles Lateral loadsThe effect of rock mass fracture on the pile-rock interaction of an offshore wind turbine is considered for the first time.The grout ... BN Zhang,B Han,B He,...
Nonlinear numerical analysis of piles-soil interaction in lateral spreading of liquefied ground SHAO Qi.3D nonlinear analysis of pile-soil interaction in lateral spreading of liquefied ground.Dalian:Dalian University of Technology.2009... S Qi,X Bai,XW Tang - IEEE 被引量: 3发表: 0年 Dynamic pi...