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pile hammer相关的网络例句

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The superstructure has used the model of elastical constitutive relation; the pile-group foundation has quoted the soil-pile equivalent compound model. It has been analyzed the constitutive relation for soil-pile equivalent compound which regarded as the transversely isotropic body this construction relations, and determined the corresponding elastic constant.

上部结构采用线弹性本构模型,下部群桩基础引用了桩土等效复合体模型,分析了将桩土等效复合体视为横观各向同性体的本构关系,确定了相应的弹性常数。

At last, with this finite element model, this dissertation gave a relatively complete analysis to the lateral seismic nonlinear dynamic responses of the single pile, and analyzed the pile head's response spectrum, earthquake Fouriers spectrum, then a test parametric sensitivity analysis was taken into consideration, including modulus ratio of pile to soil, soil material damping ratio, earthquake input level.

第二,利用该有限元模型,较为全面地研究了地震荷载作用下的单桩横向非线性动力响应,分析了桩头反应谱、地震波傅里叶谱等,进行了桩土弹性模量比、土体材料阻尼比、地震动输入水平等因素对单桩横向非线性动力响应的参数敏感性分析。

There are many methods of foundation consolidation for civil engineering, such as soil exchange method, prepress method, dynamic consolidation method, vibrancy rushing method, soil and podsol dense pile method, sand pile, cement-coal-powder and gravel pile method, deep mixing method, high-pressure eject masonry, etc.

目前国内外地基处理的方法很多,主要的地基处理方法包括:换填法、预压法、强夯法、振冲法、土和灰土挤密桩法、砂桩法、水泥粉煤灰碎石桩法、深层搅拌法以及高压喷射注浆法等。

According to possible problems in design of multi-pillar pile cap, tension pile ,tie beam,which are all related with pile cap,proper design method is discussed based on author s experience.

针对多柱联合桩承台、抗拔桩及承台、承台间联系梁设计中可能出现的问题,结合个人经验探讨了合理设计方法,并得出在进行抗拨桩的设计时,应特别注意桩与桩之间、桩与承台之间的连接;在联系梁设计中,应根据地质情况和梁跨度,合理选择计算方法的结论。

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我们坚信产品的物美价廉是最受欢迎的,现在我司已经成为一家集地毯款式的开发,生产,和销售为一体的企业,公司的产品主要有:割绒地毯、圈绒地毯、高割低圈电脑提花地毯、高低圈电脑提花地毯、割绒电脑提花地毯以及圈绒电脑提花地毯六大类。

This paper focuses on some of the special technical features to be considered in the design of pile foundations, including effects of particular site conditions, pile group effect s, lateral resistance of pile cap and flow slide of liquefiable soil etc.

主要说明台湾高速铁路工程南部段自里程TK188至TK343长约155km松软冲积层中桩基础设计中几个需详细考虑的因素特殊地盘效应、群桩效应、桩帽侧向阻抗及土壤液化地层滑移等。

After analysizing the results of SSRFEM and centrifugal model test, someconclusions are drawn that, the depth of slip surface implies that the Bishopssimplied method cannot indicate the true failure mechanism for the slopes reinforcedwith piles. The rate of safety factors decreases with the pile spacing decreasing, andthe salty factor of the slopes is the largest when the reinforced piles are installed in themiddle of the slopes, regardless of pile head confining conditions, and the deflection,maximum bending moment and shear force in the reinforced piles in the criticalcollapse are the biggest meantime. The fixed and hinged head condition of the pilesresults in smaller bending moment in the piles than that in unrotated and free headcondition, therefore the restrained pile head condition is recommended in the design.

3不同特性与工况下抗滑桩与土体相互作用的数值分析与离心模型试验研究表明:采用简化Bishop法计算得到的滑动面不能反映抗滑桩加固边坡的破坏机理,抗滑桩设置在边坡中部和减小桩间距有利于提高边坡稳定安全系数,而此时抗滑桩在边坡临界破坏时的挠度、最大弯矩和最大剪力相对较大;桩头固定、铰接与桩头自由、平移相比,所加固边坡的整体水平位移及边坡临界破坏时抗滑桩的最大弯矩相对较小,而稳定安全系数则较大,因此在进行抗滑桩设计时应尽量选择桩头固定与铰接的型式,或对桩头进行锚固以改善抗滑桩的受力特性,提高边坡的稳定安全性状。

At the same time, author have found out that the preferred layer have a influence on the load transferring of large diameter and super-long pile, that is, the sensitive preferred layer is more disadvantage to bearing capability of large diameter and super-long pile when it is more weak; the bearing preferred layer is more advantage to bearing capability of large diameter and super-long pile when it is more strong.

同时也发现,优势层的存在剧烈地影响着大直径超长桩的荷载传递,敏感优势层的优势性越强,对桩的承载力的提高越不利,持力优势层的优势性越强,对桩承载力的提高越有利。

Using mud-jack method to increase the bearing capacity of driven cast-in-place pile,is analyzed in the paper from three aspects:meliorating performance of the pile,improving performance of soil layer and reinforcing the interaction of pile and soil.

文章从改善桩本身性能、改善土层性能、加强桩土相互作用等三个方面对后压浆法提高灌注桩的承载力的作用机理进行了分析。

By Comparing and demonstrating Several supporting such as such as steel platepile+anchor drilling hole pile+anchor and combining drilling hole pile+anchor with naturatslope+CFG(Cement Fly一ash Grayal) pile etc'thclast one Is considered to be secure and eecnomt for the pit supporting of a cerain aynthetic servce bulldig.

通过某综合服务楼的基坑支护,对钢板桩加锚杆、钻孔灌注桩加锚杆和钻孔灌注桩加锚杆与放坡加 CFG桩(Cement Fly—ash Gravel)相结合等支护方案的析、计算及论证,认为因地制宜地将钻孔灌注桩加锚杆支护与放坡加 CFG桩支护综合利用是一种既安全又经济的支护方案。

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