Numerical investigation on the factors affecting pullout resistance of driven nails in pyroclastic silty sand

Author(s):  
A Flora ◽  
G Manfredi ◽  
M Nicotera ◽  
G Di Fonzo ◽  
A Prota
2019 ◽  
Vol 122 (3) ◽  
pp. 369-378 ◽  
Author(s):  
G. Mahed ◽  
N. Gariremo ◽  
S. Lehlohonolo ◽  
R. Campbell ◽  
E. Swartbooi

Abstract The current study aimed to determine the factors affecting groundwater recharge and its spatial distribution in the Rietvlei wetland located near Cape Town. To achieve this, the subsurface material was logged during the construction of eight shallow wells, complimented with field observations, and surveying the dug wells. The water stemming from these wells was sampled and analysed for Oxygen 18 and Deuterium to determine the source of groundwater in Rietvlei wetland. Downhole salinity logs of the wells were also undertaken, and rainfall samples were analysed for the stable isotopes. Isotopic results indicate that groundwater stems from rainfall, with the exception of Well 8 which has been influenced by the river due to its proximity to the surface water body. Additionally, results obtained indicate a distinct relationship between elevation and soil structure. Shallow profiles were mainly dominated by medium to fine sands, silty sand, and clay. Using the water table fluctuation method, this was found to have a direct impact on the spatial distribution of groundwater recharge on an event basis. It was therefore concluded that both lithology and topography have a direct effect on recharge rates and water quality.


2001 ◽  
Vol 38 (4) ◽  
pp. 782-795 ◽  
Author(s):  
D T Bergado ◽  
P Voottipruex ◽  
A Srikongsri ◽  
C Teerawattanasuk

The interaction behavior between hexagonal wire mesh and silty sand backfill can be evaluated from pullout tests. The pullout resistance of the hexagonal wire mesh reinforcement consists of two components, namely friction resistance and passive bearing resistance. The friction resistance – relative displacement relationship of a hexagonal wire mesh can be simulated by a linear elastic – perfectly plastic model. The passive bearing resistance of an individual bearing member can be modelled by a hyperbolic function. The friction resistances for galvanized and PVC-coated hexagonal wire mesh were 25 and 21%, respectively, of the total pullout resistance. A new analytical model for predicting the pullout resistance of hexagonal wire mesh reinforcement has been proposed. The proposed solution can estimate the maximum pullout force at different reinforcement levels from observed horizontal movement of a hexagonal wire mesh reinforcement.Key words: hexagonal wire mesh, necking phenomena, bearing resistance, analytical model, pullout box, bearing resistance.


2018 ◽  
Vol 37 (4) ◽  
pp. 2373-2385 ◽  
Author(s):  
Ke Ding ◽  
Shitan Gu ◽  
Jiaxing Guo ◽  
Dong Gu ◽  
Zheng Liu ◽  
...  

2013 ◽  
Vol 405-408 ◽  
pp. 3-9 ◽  
Author(s):  
Hui Hu ◽  
Lian Sheng Tang ◽  
Xing Li Lin ◽  
Fei Kuang

Factors affecting the supporting structure in a soft soil foundation pit are analyzed in this paper. Based on the information obtained from accident investigation, design factors and construction factors, such as insufficient embedded depth of pile and insufficient anchor pullout resistance, are discussed in detail. The analysis and conclusions can serve as a good reference for similar projects design and construction.


Sign in / Sign up

Export Citation Format

Share Document