Effect of Rock-Socketing on Laterally Loaded Piles Installed in the Proximity of Sloping Ground

2021 ◽  
Vol 21 (2) ◽  
pp. 04020252
Author(s):  
Nandhagopal Raja ◽  
Kasinathan Muthukkumaran
Keyword(s):  
Laterally Loaded Piles ◽  
Sloping Ground ◽  
Laterally Loaded

Development of Non-dimension p–y Curves for Laterally Loaded Piles in Sloping Ground

2016 ◽  
Vol 47 (1) ◽  
pp. 47-56 ◽  
Author(s):  
Deendayal Rathod ◽  
K. Muthukkumaran ◽  
T. G. Sitharam
Keyword(s):  
Laterally Loaded Piles ◽  
Sloping Ground ◽  
Laterally Loaded

scholarly journals Study the working of piles on the slope ground subjected to horizontal loading by numerical simulation method

2021 ◽  
Vol 72 (1) ◽  
pp. 58-65
Author(s):  
Van Nguyen Quoc ◽  
Sang Nguyen Thanh ◽  
Tien Trinh Trung ◽  
Thanh Nguyen Quy ◽  
Nguyen Nguyen Thanh ◽  
...  
Keyword(s):  
Simulation Method ◽  
Practical Significance ◽  
Foundation Engineering ◽  
Laterally Loaded Piles ◽  
Sloping Ground ◽  
Research Results ◽  
Horizontal Loading ◽  
Clay Layers ◽  
Laterally Loaded ◽  
Published Research

Numerical modelling is an efficient method to investigate the effects of the distance from pile centreline to pile centreline on the working of laterally loaded piles considering the shear plastic deformations of the ground. The paper presents the research results the effects of piles spacing on the sloping ground including sand and clay layers subjected to horizontal loading according to the finite element method by ABAQUS software. Group of authors simulate the soil-pile interface, capable of incorporating the gapping and sliding in the soil-pile interfaces for both sand and clay layers. The research results are used to predict the lateral load-deformation of piles for different cases and comparison with published research results. On that basis predicting the suitable distance horizontal loading piles that a pile negligible influenced from adjacent pile on a slope. This is a matter of high scientific and practical significance in foundation engineering in general, as well as in calculating pile foundations on a slopes in particular.

Analysis of laterally loaded piles in sloping ground using a modified strain wedge model

2019 ◽  
Vol 107 ◽  
pp. 163-175 ◽  
Author(s):  
Wenzhe Peng ◽  
Minghua Zhao ◽  
Yao Xiao ◽  
Chaowei Yang ◽  
Heng Zhao
Keyword(s):  
Laterally Loaded Piles ◽  
Sloping Ground ◽  
Strain Wedge ◽  
Laterally Loaded
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