1) pile length
桩长
1.
The application of low strain reflected wave method in pile 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 the pile 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 the pile length and pile distance on the bearing capacity,the impact of the pile 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。
2) length of pile
桩长
1.
Considering the complex special distribution of soft earth stratums in fact, the length 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 and length 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 of long 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 are long 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 the long 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 two long 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 extra long 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 of long-pile in Ⅳ class collapsible loess region
Ⅳ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 of long-pile in Ⅳ class collapsible loess region
Ⅳ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 in long-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
补充资料：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。
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