UC知道帮忙翻译下这段 不要翻译软件翻译的~很急~
来源：百度知道 编辑：UC知道 时间：2024/06/11 13:55:45
Geotechnical capacity of a driven pile
The Geotechnical capacity of a driven pile is a function of the dynamic response of the pile, the so-called dynamic impedance EA/c, where E is the modulus of elasticity, A is the crass-sectional area of the pile, and c is the speed of the strain wave in the pile. The strength of the pile material has no influence beyond a minimum value, which mostly is smaller than about 250Mpa. Therefore, the Geotechnical capacity of a driven pile differs from that of the structural capacity. The potential Geotechnical capacity of two piles with the same impedance is the same, be the piles of the same material or different, e.g., steel or concrete, whereas the structural capacity may differ.
The allowable Geotechnical stress of a driven pile should be limited to a factor times E/c of the pile material. In the absence of field verification of the existence and magnitude of soil set-up, or soil relaxation, the factore is suggested to be 2.0 (unit=m/s). Fi
The Geotechnical capacity of a driven pile is a function of the dynamic response of the pile, the so-called dynamic impedance EA/c, where E is the modulus of elasticity, A is the crass-sectional area of the pile, and c is the speed of the strain wave in the pile. The strength of the pile material has no influence beyond a minimum value, which mostly is smaller than about 250Mpa. Therefore, the Geotechnical capacity of a driven pile differs from that of the structural capacity. The potential Geotechnical capacity of two piles with the same impedance is the same, be the piles of the same material or different, e.g., steel or concrete, whereas the structural capacity may differ.
The allowable Geotechnical stress of a driven pile should be limited to a factor times E/c of the pile material. In the absence of field verification of the existence and magnitude of soil set-up, or soil relaxation, the factore is suggested to be 2.0 (unit=m/s). Fi
土力工程能力驱动桩
土力工程能力打入桩的职能之一，是动态响应桩，即所谓的动态阻抗电子艺界/炭，其中E是弹性模量， A是愚钝的截面面积的桩，和C的速度，应变波在桩。的强度桩材料，并不会影响以后的最低值，这主要是小于250Mpa 。因此，岩土能力驱动桩不同于结构的能力。岩土工程的潜在能力的两个桩相同阻抗是相同的，是成堆的相同或不同的材料，如钢材或混凝土，而结构的能力可能有所不同。
允许的岩土应力驱动桩应限于一个因素倍英/ C的桩材料。在没有实地核查的存在和严重性土壤设置，或土壤放松，建议的因子为2.0 （单位=米/秒） 。实地核查的方式测试装载或动态监测将取代这一建议。货值2.0英/ C的钢桩是相对恒定的和等于80Mpa 。预制桩，普通钢筋，以及预应力的弹性模量， E和波的速度，丙，更改和E / C是不是常数。然而， 20.0英/ C是通常在相对狭窄范围的12至15 MPa时，和12 MPA是建议使用的设计。
动态阻抗的封闭脚趾钢桩，就可以大大提高混凝土桩前restriking 。由此产生的增长动力阻抗（新合并价值电子艺界/三）将使桩来驱动，以更高的岩土能力和/或验证的存在土壤设置。为了避免钢管收到锤的影响，具体应完成略凸上表面凸出以上的钢管。此外，最好购买一些钢筋的具体区域内的四个桩直径从桩头。