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It is the net increase in pressure at the base of foundationcauseshear failure of the soil
ultimate bearing capacity ... the base of foundationwould causeshear failure of the sub - soil
The nett intensity of loading at the base of a foundationcausesshear failure of the soil support
Intensity of the loading ( Maximum ) at the base of the foundationwill causeshear failure in the supporting soil
weight ... the minimum net pressure intensitycausesshear failure of soil
that the load per unit area of the foundation does not exceed a limiting valuethereby causingshear failure in soil
Most failures or instabilities of geotechnical structurescommonly resultfrom shear failure in soil
The tool movementcausesshear failure in the soil
Overloadingcan causeshear failure in the soil
Excessive settlementmay causeshear failure of the soil
with any further expansion and a sliding wedge(passive) is resultedA shear failure of the soil
The bearing capacity of soil ... the soilwill causeshear failure in the soil
The hydrated lime increases the mechanical strength of the saturated montmorillonitic clay stratathereby preventingsoil shear failure
Foundations ... the soilwill causeshear failure in the soil
the structurepreventingshear failure of soil
a point of failure of the support system ... in turncausesshear failure in the soil
Ultimate bearing capacity ... the footingwill resultshear failure of the soil support
Another term commonly used in civil engineering ... the soilwill resultin the shear failure of the soil
The bearing ability of soil ... ableto leadto shear failure during the soil
The ultimate bearing capacity of a soil ... the loading per unit areawill ... causeshear failure in the soil
in excessive building distortion and even collapsecan resultin excessive building distortion and even collapse
in excessive developing distortion as well as collapsecan resultin excessive developing distortion as well as collapse
in abnormal creating distortion as well as collapsemay resultin abnormal creating distortion as well as collapse
to abnormal setting up distortion as well as collapsecan leadto abnormal setting up distortion as well as collapse
water to be sucked into slick soil paste on the failure planecausingwater to be sucked into slick soil paste on the failure plane
to extreme constructing distortion andcan leadto extreme constructing distortion and
disaster in geotechnical engineeringoften causedisaster in geotechnical engineering
to too much constructing distortionmay leadto too much constructing distortion
in extreme setting up distortion as well as collapsecan resultin extreme setting up distortion as well as collapse
the installation procedure to fail due to instability of the soil plug trapped inside the caisson cavitymay causethe installation procedure to fail due to instability of the soil plug trapped inside the caisson cavity