通过粉喷桩单桩载荷试验研究了单桩承载力特性。
The single pile bearing capacity was studied by single pile load test.
通过现场足尺试验，研究了软土中水泥土群桩的承载力特性。
Systematic in situ tests were carried out to study the bearing capacity of composite foundation with cement-soil piles in soft clay.
对胶结桩体结构特征、强度分布规律及承载力特性进行了研究。
The researches on the structural characteristics, strengthen distribution law and load capacity property was made.
为研究环面节流静压气体球轴承的承载力特性，提出一种基于三维模型的计算方法。
A calculation method based on three-dimensional model was developed to study the load bearing characteristics of externally pressurized spherical gas bearings with inherent compensation.
研究复合加载模式下桶形基础的承载力特性，并进而依此评价海洋平台基础及地基的稳定性是桶形基础设计与施工中的关键问题。
The response of the suction bucket foundation subjected to combined loads is therefore of significant importance for the design and construction of offshore foundation.
并且研究了单桩在水平荷载下的特性以及影响单桩水平承载力的因素。
This paper also analyses the characteristics and influential factors of single pile under lateral load.
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。
Single pipe pile shows sliding failure at interface and cannot utilize the strength of material; the bearing capacity and deformation ability are low.
对刚性桩复合地基承载力的概率特性进行了分析。
The probability characteristics of bearing capacity of rigid pile composite foundation is analyzed.
根据沉管挤密碎石桩和CFG桩组合型地基的承载机理和特性，分析了该组合型复合地基承载力的计算方法。
According to the bearing mechanics and characteristics of pipe sinking gravel compaction pile and CFG pile the bearing capacity calculation method of this combined composite foundation is analyzed.
同时地基土的工程特性指标取值、地基承载力计算规定也有不同程度的变化。
And meanwhile, the soil engineering property indexes and the calculating rules of the loadbearing capacity of foundation also change variously.
其具有压实性能好、透水性强、填筑密度大、抗剪强度高、沉陷变形小、承载力高等工程特性，是一种性能良好的天然建筑材料。
As a sort of nicer natural building material, it has good compactibility, high permeability, great filling density, high shear strength, less settlement and deformation, and high bearing capacity etc.
支盘桩是一种具有高承载力和低沉降量特性的新型桩。
The squeezed branch pile is a new type one with high bearing capacity and low settlement.
通过对试验数据分析，得出了地下连续墙基础的竖向承载力、侧摩阻力及端阻力的发挥特性。
By analyzing test data, the vertical bearing capacity, lateral friction and tip resistance of the diaphragm wall foundation were studied.
软土地基具有承载力低、沉降量大、固结完成时间长等不利的工程特性。
There are many unfavorable engineering characteristics for soft soil foundation, such as low bearing capacity, high settlement and long consolidation time.
根据有限元分析原理 ，结合工程实例分析了竖向荷载作用下复合材料桩的承载力、荷载传递特性和水泥土桩环侧摩阻力的传递扩散规律 。
The bearing capacity and load transfer character of composite pile under the vertical load action has been discussed base on the FEM analysis principle and the construction works .
通过分析计算，指出了支盘的承力特性具有明显的时间效应和端承性质，揭示了支盘桩高承载力和S型Q-S曲线的内涵。
The obvious time effect and end-bearing behavior of bearing disks are pointed out by means of analyses. The high bearing capacity and S-shaped Q-S curve of squeezed branch piles are highlighted.
所给出的解可以灵活地适用于各种不同特性材料地基承载力的计算。
The solutions given can be flexibly used to calculate the ultimate capacity of all kinds of different special properties materials foundations.
分析了根式基础的受力机理，探讨了根键的挤土效应及抗弯特性对提高基础承载力的作用。
The mechanism of vertical bearing capacity root foundation was analyzed, and the improvement of bearing capacity due to the soil compaction and the bending resistance of roots was discussed.
通过分析计算，指出了支盘的承力特性具有明显的时间效应和端承性质，揭示了支盘桩高承载力和S型Q - S曲线的内涵。
The obvious time effect and end-bearing behavior of bearing disks are pointed out by means of analyses. The high bearing capacity and S-shaped Q-S curve of squeezed branch...
在现场试验的基础上，对预应力高强度混凝土管桩单桩承载力荷载传递特性进行了三维数值模拟分析。
The characters of PHSC pipe pile is introduced simply in this paper, and its bearing capacity and load transfer behavior are analyzed by 3-D numerical simulation.
通过对钢-高性能混凝土组合桥塔节段进行轴压承载力试验，研究了组合桥塔的受力特性。
An axial compression test was carried out on a steel-high performance concrete composite bridge tower segment in order to study the mechanical behavior of composite bridge towers.
美观节能、绿色环保，拥有高保温、高抗弯承载力等板材特性，是高端建筑墙面围护系统的优选建材。 。
Thee product is beautiful, energy-saving, environment-friendly and characterized by high heat insulation and high flexural capacity, so it is the preferred building material for high-end wall system.
通过对比发现两类构件的受力特性有着明显的差异，开孔构件的承载力有所降低。
The two kinds of members have obvious different load-bearing characteristic and the load capacity of the perforated members is reduced.
为研究地下工程格栅支撑这一新型支护结构的力学性能，进行了一系列格栅支撑的小比例结构静力加载试验，分析了格栅支撑的承载力性质和破坏特性。
In order to investigate the mechanical performance of lattice girders, a series of small scale static load tests are carried out and the loading properties and failure behaviour are analysed.
根据桩身变形、内力和地基抗力的测试结果分析了大直径嵌岩桩的水平承载特性、桩岩共同作用性状及套箱填砂对深水嵌岩桩水平承载力的影响。
The horizontal capability and deformation of the large diameter rock-socketed piles were analyzed from the measured results of displacement and internal force of piles.
主要研究了曲率半径、宽跨比、高宽比、腹板厚度、加劲肋数量、横隔板间距等结构参数对曲线钢箱梁承载力和变形特性的影响。
The major parameters including the curvature radius, the ratio of height to span, the ratio of height to width, the thickness of web, the stiffener density and the diaphragm density are studied.
主要研究了曲率半径、宽跨比、高宽比、腹板厚度、加劲肋数量、横隔板间距等结构参数对曲线钢箱梁承载力和变形特性的影响。
The major parameters including the curvature radius, the ratio of height to span, the ratio of height to width, the thickness of web, the stiffener density and the diaphragm density are studied.
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