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all the members of the braced frame shown in figure s113are of uniform section set up the stiffness matrix for the
all the members of the symmetrical rigid frame shown in figure s112 are of uniform section determine the value of w at
determine the value of w at which elastic instability occurs in the rigid frame shown in figure s111 the frame is
explain why data should always be entered directly into the field book at the time measurements are made rather than on
a standard undrained triaxial test was performed on a fi ne-grained soil the soil was consolidated to a cell pressure
a foundation a slab of concrete resting on the surface of a saturated over consolidated clay is to be designed to
a strip footing 5 m wide is founded on the surface of a deep deposit of clay the undrained shear strength of the clay
a tank of diameter 5 m is to be located on a deep deposit of lightly over consolidated homogeneous clay 25 m thick the
a sample of soil taken at a depth of 5 m in a homogeneous over consolidated saturated clay was testedunder standard
the undrained shear strength of an isotropically consolidated fi ne-grained soil in a standard triaxial cu test is 50
the critical state friction angle of a soil is 30deg and ocr 20 would this soil fail in tension if it were loaded in
a square footing located on a dense sand is required to carry a dead load of 200 kn and a live load of 300 kn at an
the foundation base of a long retaining wall is required to support the load including self-weight of the base and the
the centroid of a square foundation of sides 5 m is located 10 m away from the edge of a vertical cut of depth4 m the
a static pile load test using an o-cell was carried out on a 18-m-diameter 25-m-long embedded length drilled shaft the
a static pile load test was carried out on a 08-m-diameter steel pipe pile installed 21 m into a loose-to-medium sandy
a 500-mm-diameter timber pile of youngs modulusgroundwater is at the surface using the application software program
what is the governing equation for two-dimensional flow and what are the methods adopted for its solution for practical
a retaining wall 5 m high was designed to stabilize aafter a flood the groundwater level which is usually below the
a tunnel runs inside an embankment that supports a highway as shown in figure p1413 the equivalent hydraulic
a concrete hollow box culvert is shown in figure p1412 a basement for a building is required near the culvert one
a braced excavation is required in a soft-clay as shown in figure p1517 a stiff clay layer is located 59 m from the
a cantilever retaining wall is required to support a cut near a residential area a preliminary geometry of the wall is
an anchored sheet pile wall is shown in figure p1514 determine the embedment depth the maximum bending moment and the
a cast-in-place cip cantilever wall is required to maintain the grade for a freeway a preliminary wall dimension is