Sentence examples for maximum lateral pressure from inspiring English sources

The design of vertical formwork is governed by the lateral pressure exerted by fresh concrete; while maximum lateral pressure is the key parameter for formwork design, the pressure stabilization time is important for determining formwork removal time.

Comparisons show that the confining pressure values obtained from the assumption of uniform stress distribution over the surface of concrete core are consistent with the maximum lateral pressure at the corners while effective lateral pressure can be considered as minimum confining stresses on flat sides.

The design of vertical formworks is governed by the lateral pressure exerted by fresh concrete; while maximum lateral pressure is the key parameter for formwork design, the rate of pressure decay and the time needed for pressure stabilization is important for determining formwork removal time; the complexity of the problem is due the large number of factors which affect the rate of pressure decay.

The design of vertical formwork is governed by the lateral pressure exerted by fresh concrete; while maximum lateral pressure is the key parameter for formwork design, the rate of pressure decay and the time needed for pressure stabilization are important for determining formwork removal time.

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.

Subsequently, an extensive parametric study is conducted to propose an empirical equation for the maximum average lateral pressure, which depends on the material and geometric properties of the columns.

The path of pressure trajectory was analyzed, and anteroposterior index of pressure trajectory (anteroposterior length of the path of the pressure trajectory divided by anteroposterior length of the foot) and excursion index of pressure trajectory (maximum lateral deviation of pressure trajectory divided by maximum width of the foot) were calculated [ 13, 18].

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.

In the case of CWs, the measured values of local and global lateral pressure coefficients (Kf,z and Kf) tend to increase with increasing maximum foundation settlement.

Maximum horizontal principal stress (σHmax), minimum horizontal principal stress (σHmin), vertical stress (σv) and lateral pressure ratio variations with depth were obtained by regression analysis.

It was found that the measured values of the lateral pressure coefficient (Kf) increased significantly with a decrease of subgrade stiffness, kv (or an increase of maximum foundation settlement, Smax).