The table shows comparisons of the bridge-supporting structures in terms of wall height, backfill, reinforcement type, reinforcement spacing, facing type and connection, ratio of reinforcement length to wall height, maximum settlement of the loading slab, maximum lateral movement of the wall face, maximum reinforcement strain, and failure surcharge pressure.
The position of the maximum lateral displacement of the wall face during construction is within portion of the lower wall, moreover the position of the maximum lateral displacement of the wall face post-construction is within the portion of the top wall.
As the wall occasionally breaks at certain lateral drift ratio (H/V ratio), therefore, a prediction of the maximum lateral ground acceleration of the wall due to earthquake shake may also be established.
The evaporative heat flux is computed for all the parameters and it is found that its maximum is localized near the lateral wall whereas its minimum is at the free surface center.
The monitoring data shows that the maximum lateral deformation of the retaining wall on the longer sides of the pit was larger than the deformation on shorter sides of the pit.
The two inverse analysis approaches capture well lateral wall deflections and maximum surface settlements.
The measured data and computed results show that the lateral deflection of the sheet pile wall can be significantly reduced, and the measured maximum lateral displacement is approximately 0.21% of the wall height in this case.
Moreover, in the overall population of patients with LVH, LA lateral wall systolic strain was an independent predictor of maximum workload during exercise testing.
The maximum lateral force of 26.4 kN resulted in a 18.12 mm lateral displacement tolerated by the arched wall, while the infilled wall tolerated a maximum force of 56.53 kN at displacement of 9.12 mm.
Because the location of the railway moving load varies along the bridge, it is important to investigate the effects of the maximum lateral pressures, centric and eccentric loads on the foundation system, and crown and conduit walls.
