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settlement of structure
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  “settlement of structure”译为未确定词的双语例句
     and external load,uniform settlement of structure and temperature changes are the major causes of crack,which can be resolved by arranging later-poured zone,expansive belt and pre-stressed concrete structure etc.
     外部荷载作用、结构均匀沉降和温度变化是裂缝产生的主要原因,可采取设置后浇带、膨胀加强带和采用预应力混凝土结构等措施解决。
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  相似匹配句对
     2) the exchange of settlement ;
     (2)拆迁安置中的交易性;
短句来源
     Green Settlement in Chengdu
     浅谈成都绿色小区建设
短句来源
     On Calculating Foundation Settlement
     《规范》法在地基沉降计算中的应用
短句来源
     On the Settlement of Pile Foundation
     论桩基的沉降量
短句来源
     Structure Settlement Control and Its Automation
     结构沉降控制及其自动化实现
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The subsoil (mainly sandy clay and silty sand) at the site of proposed Nantong Power Plant has been improved by use of stone columns. This paper documents the results of field tests and measured settlements of structures. Field tests consisted of (1) seven large scale plate loading tests (plate' s area 3 × 3m), (2) measurement of vertical stresses on columns and surrounding soil, ( 3 ) determination of the relationship between the peak particle velocity on ground surface caused by the operation of vibrator...

The subsoil (mainly sandy clay and silty sand) at the site of proposed Nantong Power Plant has been improved by use of stone columns. This paper documents the results of field tests and measured settlements of structures. Field tests consisted of (1) seven large scale plate loading tests (plate' s area 3 × 3m), (2) measurement of vertical stresses on columns and surrounding soil, ( 3 ) determination of the relationship between the peak particle velocity on ground surface caused by the operation of vibrator during installation and the distance from vibrator, and ( 4 ) the change in blow counts of ground soils after installation. At present, the building has settled in the range 3~10 cm and the degree of consolidation is estimated to be over 80%. The main building and the foundations of all facilities are in good condition and show no signs of foundation difficulties.

江苏南通天生港电厂扩建区的地基土主要是轻亚粘土和粉砂,设计荷重25t/m~2,用碎石桩加固。本文记述现场试验结果和建筑物的沉降观测。现场试验包括:①面积3×3m的大型载荷试验;②作用在桩上和土上的应力测定;③制桩时引起的地面水平向振动速度与离振点距离之间的关系的确定;④地基土在制桩前后的标准贯入击数的变化。目前,建筑物的平均沉降最为3~10cm,地基的固结度多数已在80%以上,建筑物和设备基础没有出现任何不良现象。

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification. According to the Design the ground should suppert a load intensity of 245 kPa while the bearing capacity of the soft soil is only 117 kPa. So, it was decided to use stone columns for improTing the poor ground. This paper describes the results of in situ measurement and observed settlements of structures. The in-situ measurement includes:( 1 ) the ground acceleration due to horizontal vibrating...

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification. According to the Design the ground should suppert a load intensity of 245 kPa while the bearing capacity of the soft soil is only 117 kPa. So, it was decided to use stone columns for improTing the poor ground. This paper describes the results of in situ measurement and observed settlements of structures. The in-situ measurement includes:( 1 ) the ground acceleration due to horizontal vibrating force caused by the vibroflot and its variation with the distance from the vibrating center;(2) large-sized plate loading tests with plate size of 3.2m × 3.2m and small-sized plate loading tests with plate area of 0.25m2 and 0.5m2;( 3 ) blow count of SPT, penetration resistance of CPT and dynamic paramenters by cross-hole method before and after the installation of stone columns;(4) pore water pressure induced by the installation of stone columns;( 5 ) heaving of ground surface.Up to now, the maximum settlement of 40 mm of main structure was observed.

龙口电厂建于山东省可液化的软土层地基上。该软土容许承载力[R]=117kPa。设计要求其容许承载力[R]>245kPa。采用碎石桩加固该软土取得了明显的效果。本文记述了现场试验和建筑物的沉降观测。现场试验包括:①测定振冲器水平振动力作用下产生的地面加速度以及制桩时引起的地面加速度与距振点距离之间的关系;②采用底面积为3.2m×3.2m的大型载荷试验和底面积为0.25m~2、0.5m~2的小压板载荷试验;③测定地基土在制桩前后的标准贯入击数和比贯入阻力的变化,用跨孔法测动力参数的变化;④设置碎石桩前后超孔隙水压力的变化;⑤地面标高的变化。目前建筑物的最大沉降量为40mm。

The analysis of concrete platform with oil storages is one of the most difficult problems in design. In order to clarify the global distribution of stresses throughout whole structure, tremendous work has to be spent in finite element calculation upon which the stress level of the strueture can then be evaiuated In this paper, a high efficient group theoretical formulation of offshore platform with a variety of symmetries and in substructuring assembly is presented. In addition, the soil foundation can be idealized...

The analysis of concrete platform with oil storages is one of the most difficult problems in design. In order to clarify the global distribution of stresses throughout whole structure, tremendous work has to be spent in finite element calculation upon which the stress level of the strueture can then be evaiuated In this paper, a high efficient group theoretical formulation of offshore platform with a variety of symmetries and in substructuring assembly is presented. In addition, the soil foundation can be idealized by a series of springs, thus the interaction of platform with its subsoil can be solved in a reasonable manner. A numerical example is presented for illustration of this method with great computing time saving, and a generai view of displacements and settlement of structure and foundation as a whole is given.

在海洋工程建设中,钢筋混凝土带贮油罐平台的设计分析迄今尚是一个关键问题。本文介绍一种利用结构广义对称性的群论表示方法,研究它在海洋混凝土平台分析中的应用及多层子结构模型的实现。文中给出了一个考虑结构和地基共同工作的五腿海洋平台数值分析实例。

 
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