The Influence of Soil Failure Angle on the Performance of a Model Chisel Furrower in a Vertisol

Effect of Pile and Load Inclination on the Pile Resistance In both Compression and Tension

Wasit Journal of Engineering Sciences ◽

10.31185/ejuow.vol2.iss1.21 ◽

2014 ◽

Vol 2 (1) ◽

pp. 11-29

Author(s):

Ahmad Jabber Hussain ◽

Alaa Dawood Salman ◽

. Nazar Hassan Mohammad

Keyword(s):

Bearing Capacity ◽

Inclination Angle ◽

Theoretical Study ◽

Pile Installation ◽

Soil Failure ◽

Inclined Pile ◽

Uplift Resistance ◽

Lift Forces ◽

Batter Piles ◽

Pile Resistance

According to this theoretical study which was about loading of piles under different condition of loading (compression and up-lift forces ) and for deferent pile installation (vertical and inclined pile ) by which it called (positive batter pile ) when the inclination of the load and pile is in the same direction and called (negative batter pile) when the inclination of load is opposite to the pile inclination, and from studying these cases the results of analysis can be summarize in the flowing points: 1-Variation of load inclination on piles effects on the bearing capacity and uplift resistance. It was found that bearing capacity of the piles increase with increasing of load inclination up to the inclination angle (37.5ͦ) which represents the maximum bearing capacity and then the bearing capacity decrease with increasing of load inclination. 2- Variation of batter pile affects the bearing capacity of the pile and up-lift resistance. by which equivalent angle will be used as result between the load and piles inclination and this angle will be used in calculation of piles resistance . 3- It was noticed the shape of soil failure is highly affected by the inclination of pile. The shape of failure for the soil which is in contact with pile and this include (vertical and batter piles) is highly affected by the angle of inclination.

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Experimental and numerical modeling to investigate the riverbank’s stability

SN Applied Sciences ◽

10.1007/s42452-021-04168-5 ◽

2021 ◽

Vol 3 (2) ◽

Author(s):

Asad H. Aldefae ◽

Rusul A. Alkhafaji

Keyword(s):

Numerical Simulation ◽

Failure Mechanism ◽

High Stress ◽

Physical Models ◽

Term Condition ◽

Tigris River ◽

Soil Settlement ◽

Failure Angle ◽

Dangerous Place ◽

Type Of Failure

AbstractThe purpose of this paper is to assess the failure mechanism of riverbanks due to stream flow experimentally and numerically to avoid recurring landslides by identifying the most dangerous place and treating them by a suitable method. The experiments and the physical models were carried out to study the failure mechanism of riverbank and evaluation of their stability in two cases: short-term condition and long-term condition flow where three models were tested. The Tigris River (Iraq) is considered as a model in this paper in terms of the applied velocity and modeled soil of the banks it was used at the same characteristics in the prototype scale. Also, a numerical simulation was performed using the FLOW-3D program to determine the velocity distribution and to identify the areas subjected to the high stress levels through the water flow. The obtained results in this paper are inspecting of failure mechanism types that occur under the influence of specific limits of flow velocity, which have shown good compatibility with the type of failure in the prototype scale. In addition to calculating the amount of soil erosion, the failure angle, and the amount of soil settlement at the riverbank model is investigated also. The results of experimental work and numerical simulation were well matched, where the standard error rate for Froude number ranged between (1.8%–6.6%), and the flow depth between (2.7%–6.9%).

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Chaos emerging in soil failure patterns observed during tillage: Normalized deterministic nonlinear prediction (NDNP) and its application

Chaos An Interdisciplinary Journal of Nonlinear Science ◽

10.1063/1.4978027 ◽

2017 ◽

Vol 27 (3) ◽

pp. 033115 ◽

Cited By ~ 2

Author(s):

Kenshi Sakai ◽

Shrinivasa K. Upadhyaya ◽

Pedro Andrade-Sanchez ◽

Nina V. Sviridova

Keyword(s):

Nonlinear Prediction ◽

Failure Patterns ◽

Soil Failure

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Experimental study on the critical triggering condition of soil failure in subsidence sinkholes

Environmental Earth Sciences ◽

10.1007/s12665-015-4074-7 ◽

2015 ◽

Vol 74 (1) ◽

pp. 693-701 ◽

Cited By ~ 3

Author(s):

Fuwei Jiang ◽

Jianling Dai ◽

Mingtang Lei ◽

Youqiang Qin ◽

Xiaozhen Jiang ◽

...

Keyword(s):

Experimental Study ◽

Soil Failure

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Soil failure and force prediction for soil engaging discs

Soil Use and Management ◽

10.1111/j.1475-2743.1987.tb00719.x ◽

1987 ◽

Vol 3 (3) ◽

pp. 106-114 ◽

Cited By ~ 12

Author(s):

R.J. Godwin ◽

D.A. Seig ◽

M. Allott

Keyword(s):

Force Prediction ◽

Soil Failure

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Response of soils, foundations, and earth structures to the Chilean earthquakes of 1960

Bulletin of the Seismological Society of America ◽

10.1785/bssa0530020309 ◽

1963 ◽

Vol 53 (2) ◽

pp. 309-357

Author(s):

C. Martin Duke ◽

David J. Leeds

Keyword(s):

Soil Liquefaction ◽

Soil Failure ◽

Earth Structures ◽

Degree Of Damage ◽

The Many

abstract Observations and interpretations of damage associated with soil failure in the Chilean earthquakes are presented. Effects of the earthquake are discussed relative to foundations, earth fills, harbor works, and landslides. Damage was extreme in several areas. Of particular interest were the frequent instances of apparent soil liquefaction and the many correlations between foundation conditions and degree of damage to structures.

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