Analytical solution for negative skin friction of single pile based on effective stress method [PDF]
The calculation method for negative skin friction of a single pile has not been unified yet. To improve the design and calculation level of the single pile under vertical load considering negative skin friction, the threshold limit value of pile skin ...
Lu MA +5 more
doaj +2 more sources
Understanding the effect of skin mechanical properties on the friction of human finger-pads [PDF]
The aim of this work is to achieve an understanding of the effect of skin mechanical properties on the friction of human finger-pads. This project primarily concentrates on gaining a more fundamental understanding of the frictional properties of skin. To
Liu, Xiaoxiao
core +6 more sources
On the use of the boundary layer integral equations for the prediction of skin friction and heat transfer [PDF]
The usefulness of the energy equation integrated over the thickness of the boundary layer, in predicing heat transfer rates to smooth body surfaces in investigated.
Hellon, C. S.
core +7 more sources
Negative skin friction (NSF) has been one of the important factors in the design of pile foundation; especially, the influence of water level on the pile negative skin friction should be paid attention. In this paper, a series of model tests were carried
Yu Zhang +4 more
doaj +1 more source
Studying the Effects of Negative Skin Friction on Single Piles in Basrah Governorate
The finite element method is capable of simulating the behaviour of deep foundations subjected to negative skin friction in Basrah soil. Single piles under drag forces are analysed using the PLAXIS program with an axisymmetric model. Linear elastic, soft
Jasim M. Al-Battat +3 more
doaj +1 more source
Numerical analysis of group effect on dragload on piles subjected to negative skin friction [PDF]
In this paper, the group effect on dragload on pile group subjected to negative skin friction is studied. The effect of pile spacing, pile location in a group and pile number is studied using finite element program PLAXIS 3D. Single pile, 2x2 pile groups
Marwan Shahin, Ahmed Farouk, Mohsen Saad
doaj +1 more source
THE RESEARCH OF THE VARIATION LAWS OF SETTLEMENT AND INTERNAL FORCE OF PILE GROUPS OF RAILWAY BRIDGE CAUSED BY PUMPING BRINE [PDF]
Taking Yingzigou Bridge of Dezhou-Dajiawa railway as the engineering background, the three-dimensional fluid-solid coupling models of pile group caps were established on the basis of five-stage field monitoring data of the settlement and groundwater ...
Guodong Li +3 more
doaj +1 more source
Numerical Investigation on Behavior of Compressive Piles in Coastal Tidal Flat with Fill
The control centers of wind power plants are usually located in coastal tidal flat areas. A thick fill should be placed at the original ground level to ensure that the design elevation of the control centers is maintained above the water table.
Kanmin Shen +3 more
doaj +1 more source
Indoor simulation tests on reducing negative skin friction of pile foundation
In order to find out the effects of different coatings on the reduction of negative skin friction, the cohesive soil with a plastic limit of 18% as the test soil is studied based on the large shear tests.
FENG Zhong-ju 1, HU Hai-bo 1, DONG Yun-xiu 1, 2, FENG Kai 1, LI Shao-jie 1, HE Jing-bin 1, ZHAO Ya-wan 1
doaj +1 more source
Advanced glycation end products (AGEs) represent an endogenously produced or exogenously derived group of compounds derived from nonenzymatic glycation.
Dinko Martinovic +12 more
doaj +1 more source

