Single pipe pile shows sliding failure at interface and cannot utilize the strength of material; the bearingcapacity and deformation ability are low.
结果表明,现行的单钢管桩属于界面的粘结破坏,承载力低,变形能力弱,不能充分发挥材料特性。
2
Based on the formulas of oblique section bearingcapacity and normal section bearingcapacity, the paper set rules to determine the failure mode of the wall and gave several main factors.
In this paper the behavior, failure models and ultimate bearingcapacity of the two-span continuous wall-beams under the uniformly distributed load is presented.