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1) bearing behavior
承载特点
1.
Then according to the bearing behavior of arcade tunnel,the internal force of one side bearing and both sides bearing have been calculated and analyzed by using the method of loading-structure.
接着根据连拱隧道的承载特点,按荷载结构法分析计算了单侧承载及整体承载条件下的隧道内力,据此提出了一种简化为单拱的计算方法。
2) Loading Characteristic
承载特性
1.
According to setting up the limited analysis model of air pipe,using ABAQUS to analyze air pipe s vertical,loading characteristic and the trend of Transform,the paper offers dependable design basis to the research of new air pipe.
空气导管的垂向、偏转承载特性是衡量空气导管设计优劣的重要指标,本文通过建立空气导管的有限元分析模型,利用ABAQUS软件分析空气导管的垂向、偏转承载特性及其相应承载工况下的变形趋势,为新型空气导管的研究开发提供了可靠的设计依据。
3) bearing characteristics
承载特性
1.
Experimental study on bearing characteristics of dry jet mixing pile composite ground under flexible load;
柔性荷载下粉喷桩复合地基承载特性试验研究
2.
For researching reinforcement effect and bearing characteristics of long-short cement-soil piles compos-ite foundation in deep soft soils,the test in situ on the bearing characteristics of long-short cement-soil piles composite ground in deep soft soils are carried out.
为了研究水泥土长短桩复合地基在深厚软土的加固效果及其承载特性,实测了长桩、短桩和桩间土顶面应力,探讨了这种复合地基桩土应力比及其变化规律。
4) bearing characteristic
承载特性
1.
Analyze bearing characteristics of socketed pile with new grey relationship theory model;
用新的灰关联理论模型分析嵌岩桩承载特性
2.
The stresses of long piles,short piles and soil were measured by the tests in situ on the bearing characteristics of cement-soil long-short piles composite foundation in deep soft soils;pile-soil stress ratio of composite foundation with cement-soil long-short piles and its variation rule with the load were studied in deep soils.
通过水泥土长短桩复合地基承载特性试验,实测长桩、短桩和桩间土顶面应力,探讨了采用水泥土长短桩方法对深厚软土进行处理时,复合地基桩土应力比及其变化规律。
3.
On the foundation of the above,the rock bearing characteristics of floor in coal seam were also investigated.
在此基础上研究了底板岩石的承载特性。
5) bearing behavior
承载特性
1.
The bearing behavior and reinforcement mechanism of a composite bolt pile was studied through numerical calculation with the FLAC soft.
数值模拟结果及工程检测结果均表明:复合锚固桩改善了单根锚固桩桩体局部承载特性,桩体承载综合有效因子明显增加,桩体承载能力大大提高。
2.
Because of the cavities in the Karst district,the problem of bearing behavior of pile foundations will be inevitably met in the design and construction of bridges in the district.
由于岩溶的存在,在岩溶地区进行桥梁工程设计与施工,将不可避免遇到岩溶地区桩基承载特性问题。
3.
The laws of variations of pile side friction resistance,pile tip resistance and compression-induced pile shaft deformation thereof under axial load are studied,and the effect of grouting at pile base on the bearing behavior of the pile is analyzed.
通过单桩离心模型试验,获得了荷载与沉降关系曲线、桩身轴力分布,研究了大直径超长桩在竖向荷载作用下,桩侧摩阻力、桩端阻力、桩身压缩变形等变化规律,分析了桩端注浆对承载特性的影响,验证了设计参数。
6) bearing properties
承载特性
1.
Based on the FEM results of combined action of substructure and subgrade, its bearing properties are disscused.
通过考虑地基、基础共同作用的有限元数值计算 ,对其承载特性进行了分析 ,指出在一定条件下使用靠背式基础是可行的。
2.
As the technique of pressure grouting under the tip of bored piles is introduced,it betters bearing properties of piles,improves bearing capacity and reduces settlement.
结合某工程桥梁桩基现场试验 ,对卵石层中的钻孔桩采用桩端压力灌浆技术进行了试验研究并对灌浆后桩的位移、侧摩阻力、端阻力等承载特性进行了分
补充资料：Smt-1卡车承载车辙式桥
国别 波兰 名称 smt-1卡车承载车辙式桥 smt-1 truck-mounted treadway bridge 研制单位 波兰 pl 生产单位 波兰 pl 现状 完成生产计划 装备情况 波兰 概述 该车由4个跨度为11m的桥组构成，每个桥组安装在1辆(6×6)星(star)式卡车的后部进行运输。桥的架设是在卡车前端进行的。因桥是固定式，架桥前不必展开。每1条车辙道由用支柱、横梁和对角加强筋焊在一起的钢管束组成，在钢管束上部装有带网钢板筋。该车可与psmt-1急用支架连用，支架由平板和4个高低可调的桥架构成，桥架长5m，行军时折叠存放。支架采用泡沫塑料结构，可以漂浮在水面上，只需单轴拖车运送。 性能数据 驾驶室座位 1+2人 驱动型式 6×6 车重 9600kg 车长 11.97m (预架设位置) 11.67m 车宽 3.3m 车高 3.15m 车底距地高 0.27m 轮距 1.804m 轴距 2.858+1.2(m) 公路最大速度 50km/h 行程 500km 燃料储备 300l 涉水深 0.9m 发动机 型号 s-47 类型 6缸水冷汽油机 功率/转速 77.2kw/3000r/min 传动装置 类型 手动 前进档/倒档数 5/1 轮胎规格 11.00×20 桥梁结构类型 机械化车辙桥，翻转式 载重量 40t 自重量 2300kg 桥长 11m(每一桥跨) 桥宽 3m 架桥时间 3～5min
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条
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