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:target: https://travis-ci.org/eng-tools/geofound
:alt: Testing Status
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:alt: PyPi version
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:target: https://coveralls.io/github/eng-tools/geofound
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:target: https://circleci.com/gh/eng-tools/geofound
:alt: Build Status
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:target: https://zenodo.org/badge/latestdoi/112601559
:alt: DOI
********
geofound
********
A Python package to assess the settlement and bearing capacity of foundations.
How to Use
==========
The geofound package relies on two main Objects, the Foundation object and the Soil object.
These objects are inherited from the sfsimodels python module.
Examples
--------
.. code-block:: python
import geofound
import geofound.settlement
import geofound.capacity
length = 21.7
width = 1.5 # metres
depth = 1.5 # metres
phi = 38
cohesion = 0
unit_weight = 18.5 # submerged
youngs_modulus_soil = 30000
fd = geofound.create_foundation(length, width, depth)
sl = geofound.create_soil(phi, cohesion, unit_weight)
sl.unit_sat_weight = 18.5
q_lim = geofound.capacity.capacity_vesic_1975(sl, fd)
p_max = q_lim * length * width
print(' ')
print('Ultimate bearing stress is q_lim = ' + str(round(q_lim,0)) + ' kPa')
print('Ultimate load is Q_lim = ' + str(round(p_max, 0)) + ' kN')
and for settlement.
.. code-block:: python
load = 21484
s = geofound.settlement.settlement_schmertmann(sl, fd, load, youngs_modulus_soil)
print(' ')
print('Settlement is si = ' + str(round(s,2)) + ' m')
Useful material
===============
http://geo.cv.nctu.edu.tw/foundation/download/BearingCapacityOfFoundations.pdf
http://geo.cv.nctu.edu.tw/foundation/download/FoundationsSettlements.pdf
http://geo.cv.nctu.edu.tw/foundation/download/SchmertmannMethod.pdf
http://www.civil.utah.edu/~bartlett/CVEEN5305/Handout%206%20-%20Schmertmann%20CPT%20method%20Example.pdf
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