Within the framework of the analysis of a pile dynamic load test, a widely used method is the signal matching procedure between measured and calculated signals. The method requires that the soil parameters are
The pile load test is performed according to the maintained load test procedure of Astm [1]. The subsurface ground stratigraphy consists of 5 m of poorly-graded very dense sand underlain with poorly-graded medium dense sand down to 15 m. No ground water table was detected in the boreholes...
Influence of pile installation and of pile test procedure on the test load results of Atlas pile ― A case study 机译:桩的安装和桩的测试程序对Atlas桩的测试荷载结果的影响―案例研究 获取原文 获取原文并翻译 | 示例 页面导航 摘要 著录项 相似文献 摘要 In...
Furthermore, a plate anchor gets its high ultimate pull-out capacity by having its fluke oriented nearly perpendicular to the applied load. To ensure that the fluke will rotate to achieve a maximum projected bearing area, the plate anchor design and installation procedure should: • Facilitate ...
The equipment adopts operation control technology, so it can be started directly after the abnormality is excluded when an abnormal alarm occurs. It does not need to be reset and reset to zero like other equipment. The complicated procedure...
- High dampproot, Safe operation in 100% vilative humidity and other tough enviroment, no demoisture procedure is needed. - Strong capacity of heart resistant. - High over-load capacity, running at 110% rated load, and 150% rated load at AF. ...
iCAP calculates capacity at the time of testing and produces a simulated static load test graph through a fully automatic signal matching procedure performed during Pile Driving Monitoring. The iCAP routine is easily accessed from the main PDA-S screen. Since iCAP is based on CAPWAP® signal mat...
Foundation of building on concrete piles is often used when it is necessary to carry the load into larger depth as by common foundation. Bearing capacity of piles or piled raft foundation is wide area to research. This paper deals with experimental load test of concrete pile and with their nu...
The essence of the displacement interaction between a source pile and a neighbouring receiver pile is shown in Fig. 11.4, with reference to the influence of a mechanical load (e.g. P=1MN) and a temperature variation (e.g. ΔT=10°C), respectively. The figures present the evolution of ...
The pile capacity is defined as the load mobilized at the pile head displacement of 10%B. the cone resistance at pile toe is used in the formulas and no averaging procedure is done. Eq. (7.22) is the unit toe resistance for a close-end pile according to the NGI approach. (7.22)qb...