Dynamic impedance of group piles in two-phase fluid-saturated soils;
二相介质饱和土中群桩动力阻抗分析
Simulation test of group piles was conducted in accordance with the engineering situation of offshore drilling.
根据海上隔水导管施工的实际状况 ,进行群桩可打性模拟试验 ,分析群桩条件下桩土相互作用的问题 ,得出群桩作用对土应力场的影响。
Bearing capacity and deformation behaviour of pile groups in soft soil and design of composite foundation with settlement-reducing piles;
软土中群桩承载变形特性与减沉复合疏桩基础设计计算
Analysis for deformation of single tension pile and pile groups using modified variational approach;
使用修正变分法分析抗拔单桩和群桩的变形
Analytic method of pile groups considering slipping between piles and soil and dynamic adjustment of integral stiffness;
考虑桩土滑移和整体刚度动态调整的群桩分析方法
Studying of calculating method of lateral loaded pile groups;
水平承载群桩计算方法的研究
Lateral vibration of pile groups in layered soil;
层状地基中群桩的水平振动特性
Approximate hybrid method for computing the settlement of pile groups;
群桩基础沉降计算的近似混合法
The programming and validating FEM code of Biot consolidation theory are used for analysis of the consolidation of composite ground with piles,and the consolidation behavior of the single pile composite ground and natural ground is compared.
在编制并验证Biot固结有限元程序的基础上,对群桩复合地基的固结变形及应力特性进行了数值模拟,并和单桩复合地基、天然地基进行了比较分析。
The FEM is used to simulate the piles and near field soil mass and the IEM is adopted to simulate the piles and distant field soil.
群桩作为桩基的一种主要形式 ,其受力变形特性的研究一直受到人们的重视。
551, Jiangning Road, Shanghai, the FEM is used to analyse ground heaves of pile groups, lateral displacements of soil around piles, stress of pushing against soil and the influences on the ambient piles are studied in detail.
以上海市江宁路 5 5 1号大楼的打桩工程为实例 ,以有限元方法为主要分析手段 ,对群桩地表的隆起、桩周土体的侧移、挤土产生的应力及其对周围桩体的影响等挤土效应的变化规律进行了详细研
Combined with the construction practice,the paper introduced the construction methods and the quality guarantee measures of tension weight churning in the construction of deep-hole group piles.
根据在内蒙古自治区乌海黄河大桥的监理过程,介绍了深孔群桩中的重锤冲击的施工方法及整体质量保障措施,着重反映了根据不同地质特征利用重锤冲击方法处理深孔群桩的施工技术。
This paper introduces developments at home and abroad in the study of single and group pile impedance and discusses in detail the advantages and disadvantages of the various approaches, including Novak thin layer approach, lump mass method, superposition method,numerical solutions, etc.
综述了单桩和群桩动力阻抗国内外研究现状,对各种分析方法的优缺点进行了评述。
In this paper, the three dimensional elasto plastic analysis of a group pile soil interaction system is made by using the finite prism element method.
应用有限棱柱单元法对群桩与土相互作用系统进行了三维弹塑性分析,并以无限棱柱元模拟半无限空间地基土的边界条件。
Copyright © 2022-2024 汉字大全www.hanzidaquan.com All Rights Reserved 浙ICP备20019715号