桩长,pile length
1)pile length桩长
1.The application of low strain reflected wave method inpile length investigation;浅谈基桩低应变反射波法检测桩长
2.Through the indoor simulation experiment research to the compound foundation using cement-soil pile,it analyzes and gets the relation among thepile length,bedding cushion and stress ratio,and points out this experimental model is worth to generalize due to the convenient operation,timesaving and labor saving,and realizing many experimental functions.通过水泥土桩复合地基的室内模拟试验研究,分析并得出了桩长、褥垫层、桩土应力比之间的关系,指出本试验模型操作方便、省时省力,能实现多种实验功能,值得推广,此模型试验结果对水泥土桩的实际工程设计具有一定的参考价值。
3.Based on static loading tests of cement-soil mixing composite foundation,the impact of thepile length and pile distance on the bearing capacity,the impact of thepile length on the settlement,as well as the variation rule of pile-soil stress ratio under varying pile distances and loads were analyzed.在对水泥土搅拌桩复合地基静载荷试验的基础上,分别对桩长和桩间距对复合地基承载力的影响、桩长与复合地基沉降量的关系以及不同桩间距和上部荷载下桩土应力比的变化规律进行了分析和研究,系统地阐述了水泥土搅拌桩复合地基特性,得到了一些有益的结论。
英文短句/例句
1.Analys on the Bearing Performance of the Super-Long Pile Influenced by the Length桩长对超长桩竖向承载性状影响分析
2.Use Pile Outside Cross-hole Ultrasonic Method to Detect Length of Friction Pile and Rock-socketed Condition of Rock-socketed Piles桩外跨孔超声波法探测摩擦桩桩长和嵌岩桩嵌岩状况
3.Study on the Optimum Design about the Composite Foundation Integrated by Long Piles (CFG Piles) and Short Piles (Gravel Piles);CFG桩联合碎石桩长短桩结合的复合地基优化设计研究
4.Cement Power-sprayed Piles Reinforcement of Freeway Soft Foundation Mechanism and Effective Pile Length Analysis;粉喷桩加固高速公路机理与有效桩长分析
5.Experimental Research and Numerical Analysis of the Length of Core Pile in Reinforced Mixing Pile;劲性搅拌桩芯桩长度的试验研究及数值分析
6.The Geology Feature and Effective Length for Single Piles in Huzhou Region湖州地区工程地质特性及单桩有效桩长研究
7.Test Research on Critical Length of Dry Jet Mixing Pile of Composite Foundation in High-speed Railway高速铁路粉喷桩复合地基临界桩长的测试研究
8.Analysis on the Influence of Pile Length to the Anti-seismic Capability of Constructions Based on Pile-soil Interaction桩土共同作用下桩长对结构抗震性能影响分析
9.On the experimental research on the bearing capacity of the super-long pile"s grouting technique of pile side and bottom桩侧桩底注浆超长桩承载性能实验研究
10.Application of FLAC~(3D) to Analysis of Effect of Very Long Group PilesFLAC~(3D)在超长桩群桩效应分析中的应用
11.Aiplication of super-long large-diameter pipe pile in high-pile wharf超长大直径管桩在高桩码头中的应用
12.Experimental research on pile-soil stress ratio of long-short-pile composite ground with rigid pile刚性长短桩复合地基桩土应力比试验
13.Analysis and Application of the Design of Combination Pile Foundation with Long and Short Piles长短桩组合桩基础设计的分析与应用
14.Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip桩端岩土强度提高对超长桩桩身总侧阻力的强化效应研究
15.Research on soil fatigue and restoration during deep penetration large diameter pile driving大直径超长桩打桩过程中桩周土体的疲劳与强度恢复
16.Study on Driveability of Super Large Diameter and Deep Penetration Pile in Offshore Paltform Foundation;海洋桩基平台大直径、超长桩的可打入性研究
17.Study on the Vertical Bearing Capacity of Large-Diameter Bored Cast-in-Situ Long Pile;大直径深长钻孔灌注桩单桩竖向承载性能研究
18.Optimization Design of Composite Foundation of Rigid-long-pile & Flexible-short-pile;刚性长桩与柔性短桩复合地基优化设计
相关短句/例句
length of pile桩长
1.Considering the complex special distribution of soft earth stratums in fact, thelength of pile by prospecting will be unsatisfied to the requirement of improvement.在实际施工中,粉喷桩桩长的确定是一个重要问题。
2.The relationship between exciting material, frequency andlength of piles is reached.简述了低应变动测桩的频率理论,推导出了频率公式,得出了激励材质与频率、所测桩长之间的关系。
3)long pile长桩
1.Aiming at the typical engineering geology condition,based on that the mechanics performance and relationship between end pressure and bearing capacity oflong pile combining with two engineering projects the pile-driving controlment problems of deep-long prestressed high-strength concrete(PHC) tube-shaped piles are studied by appling the engineering tests data.针对福州地区典型的工程地质条件,结合2个实际工程,在分析长桩受力特点及其压桩力与桩的承载力关系的基础上,利用工程试验和实测数据对深长PHC静压管桩的沉桩控制问题进行研究,主要结论如下:对长细比达60以上的长桩和超长桩,沉桩应以桩长控制为主,终压力控制为辅;桩长控制时,桩端持力层选择风化岩层上的残积土层或砂层即可,不必且不宜以风化岩层为桩端持力层;终压力通常达不到单桩极限承载力值,其控制值应视桩周土和桩端土的性质而定。
2.Because of greatly undulate surface of the karst, deep karst slot and a great many holes, the piles foundations of high buildings, many of which arelong piles, encounter the problem of probability of reaching holes.岩溶地区长桩存在着遇洞率的问题。
3.In engineering design practice, the undersurface of load bearing layer loaded by thelong pile often meets with soft soil underlayer.在工程设计实践中 ,长桩持力层下面常遇到软弱下卧层 ,为了保证所设计的长桩安全有效 ,关键是软弱下卧层土的沉降量的计算 ,而按规范JGJ94— 94方法计算往往偏大。
4)long piles长桩
1.In this paper, the test of twolong piles is presented i n detail and the results of the test can strongly benefit the research on the lo ng bored piles working mechanism.针对大直径长桩荷载传递机理研究非常缺乏 ,通过对 2根大直径长钻孔灌注桩的静荷载试验研究 ,揭示黄河流域大直径长灌注桩承载力特性及桩的荷载传递特征 ,并分析影响其极限承载力的因
2.This paper made a analyses for load transmission principle of piles on weak fundation, and deductived simple method to determine effective length of the extralong piles.根据软弱土地基上超长桩的应用，对其荷载传递机理作了简明分析，并给出了确定长桩与超长桩有效长度的简便方法，具有一定的工程实际意义。
5)long-pile长桩
1.Experamentil study on horizontal bearing capacity oflong-pile in Ⅳ class collapsible loess regionⅣ级自重湿陷性黄土场地长桩竖向承载力试验研究
2.Experimental study on horizontal bearing capacity oflong-pile in Ⅳ class collapsible loess regionⅣ级自重湿陷性黄土场地长桩水平承载力试验研究
3.Practical engineering has proved that this method is very useful for detecting concrete quality inlong-piles.阐明了声波透射法的原理和方法 ,通过实测工程表明该方法是检测长桩桩身混凝土质量的一种行之有效的手段 ,并提出了现场准确可靠地采集和分析数据的措施。
6)Long piles and short piles长桩与短桩
延伸阅读
长岑长1.《后汉书．崔骃传》﹕"宪(窦宪)擅权骄恣﹐骃数谏之。及出击匈奴﹐道路愈多不法﹐骃为主簿﹐前后奏记数十﹐指切长短。宪不能容﹐稍疏之﹐因察骃高第﹐出为长岑长。"李贤注﹕"长岑﹐县﹐属乐浪郡﹐其地在辽东。"后用以称颂不为权贵所容之官吏。
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