a building was to be constructed on a clay
A building was to be constructed on a clay stratum. Preliminary analysis showed a settlement of 60 mm in 6 years and an ultimate settlement of 250 mm. The average enhance of pressure in the clay stratum was 24 kN/m2.
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the loading period for a building extended from feb 1957 to feb 1959 in feb 1962 the average measured settlement was found to be 117 mm the ultimate
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a building was to be constructed on a clay stratum preliminary analysis showed a settlement of 60 mm in 6 years and an ultimate settlement of 250 mm
what is contact pressure how does it depend on the type of structure and type of soilwhat is active zone in soil define it with reference to the
a clay layer 25 metres thick has a saturated unit weight of 192 knm2 ground water level occurs at a depth of 5 metres it is proposed to construct a
the aims of this assignment are to provide experience in the use of a modern integrated development environment specifically netbeans
preliminary settlement analysis for a building indicated a settlement of 50 mm in 4 years and an ultimate settlement of 250 mm
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