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This paper aims to reveal the depth distribution law of non-limit passive soil pressure on rigid retaining wall that rotates about the top of the wall (rotation around the top (RT) model).
One part of core wall rotation resistance is torque resistance and the other is warping resistance.
The influences of pipe wall rotation speed and inlet flow rate were also investigated.
Cumulative seismic wall rotation increases with dynamic time and tends to be constant at the end of earthquake.
Using validated finite element models, a parametric study was performed to investigate the effect of different parameters on the wall rotation and compression zone length.
The results suggest that under the RT model: the non-limit soil pressure has a nonlinear distribution; the backfill disturbance degree and the lateral soil pressure increase with an increase in the wall rotation angle; and, the points where the resultant lateral soil pressure acts on the retaining wall are less than 2/3 of the height of the wall.
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Operative findings included free intra-articular osteochondral fragments in three patients, injury to the femoral-head articular surface in two, acetabular articular impaction (marginal impaction) in two, massive posterior wall fracture comminution in eight, anterior migration of postwall fragment (during close reduction) in two and post-wall rotation to 180° in two.
Thus, wall seismic rotation can also be obtained.
Larger than normal otoliths were also found in early-staged Zebrafish embryos after short-term Wall Vessel Rotation (WVR; also regarded as a method to simulate weightlessness).
The five clinical measurements (chest expansion, modified Schober' test, occiput to wall, cervical rotation, and lateral spinal flexion) providing the Bath AS Metrology Index (BASMI) [ 26] were also accounted.
The number of writhes, a response consisting of contraction of abdominal wall, pelvic rotation followed by hind limb extension, was counted during continuous observation for 15 min beginning from 5 min after the acetic acid injection.
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