1) m long bored pile
百米长桩
1.
The construction method, equipment and bore hole wall protection technology of the 100m long bored pile are described, with the analysis on the feasibility of suction reverse circulation method, balled bit problem in seriously weathered layer and technical measures for solving the problem presente
介绍了百米长桩的施工方法、施工设备、护孔技术，并就深孔实施泵吸反循环的可行性、主要技术措施以及强风化岩层的糊钻问题进行了分析。
2) the percent of embedded length
嵌固段长度占总桩长的百分比
3) hectostere
['hektəstiə]
百米方米
4) 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。
5) 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。
6) 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。
补充资料：辛丑十月诸公馈酒偶及百榼戏题长句
【诗文】：
喜事诸公尚见存，尺书时到爵罗门。
已邀风月成三友，聊对湖山倒百尊。
醉墨淋漓动高壁，狂歌悲壮落前村。
悠然睡起西窗黑，一点青灯又断魂。
【注释】：
【出处】：
喜事诸公尚见存，尺书时到爵罗门。
已邀风月成三友，聊对湖山倒百尊。
醉墨淋漓动高壁，狂歌悲壮落前村。
悠然睡起西窗黑，一点青灯又断魂。
【注释】：
【出处】：
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