Sentence examples for maximum axial soil from inspiring English sources

Knowing K* and using Eq. (3), the maximum axial soil resistance ((F_{A})) is estimated as 28 kN/m.

Since the focus of this study is on predicting the maximum axial soil resistance (pullout force), the performance of this simplified numerical model is judged to be adequate.

Based on the classical ASCE equation, the maximum axial soil resistance (F A ) obtained using Eq. (1) is about 16 kN/m.

The results from these numerical simulations are then used to derive an expression that could be used to estimate an appropriate earth pressure coefficient that predicts the maximum axial soil resistance in these conditions.

An expression for the maximum axial soil resistance against the movement of a steel pipe buried in dense sand is developed in this section based on the previous results.

The results show that shorter length of feed-in zone and smaller lateral soil resistance will lead to smaller lateral buckling amplitude, maximum bending moment and maximum axial compressive stress.

The finite element analysis of soil nail wall was carried to study the behavior of maximum horizontal wall displacement, maximum horizontal nail displacement, base heave, maximum axial force in nail, maximum shear force in nail, maximum bending moment in nail under both static and seismic conditions using PLAXIS 2D.

For the clay soil at a pF value of 2.3, no pre-compaction region (i.e. zero σpc) could be determined by CCT at a maximum axial stress of 600 kPa.

This study focuses on estimating the axial load on a pipe subjected to relative axial soil movement.

Based on this, modelling equations are proposed to predict maximum axial load, axial strain and lateral strain, as well as the entire behaviour until failure with curves of axial load axial strain and axial load lateral strain.

The latter tends to shift the maximum axial velocity towards the upper part of tube.