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1)  Investigation layout
勘察布置
2)  arrangement of prospect hole
勘探孔布置
3)  reconnaissance [英][rɪ'kɔnɪsns]  [美][rɪ'kɑnəsəns]
勘察
1.
The reconnaissance and appraisal of common soil in coastal area in Zhejiang province;
浙江省沿海地区常见土的勘察与评价
2.
On the problems existing in the reconnaissance of rock project;
浅谈岩土工程勘察中存在的若干问题
3.
The reconnaissance and design method of high-wall slope deformation in highway engineering;
公路工程中高边坡变形的勘察与设计方法
4)  investigation [英][ɪn,vestɪ'ɡeɪʃn]  [美][ɪn'vɛstə'geʃən]
勘察
1.
Discussion investigation and treatment of polluted soil with engineering practice;
结合实例谈污染土的勘察与处理
2.
Several problems due to attend for the engineering geologic investigation of the reservoir migration-relocation setting points;
水库移民安置点工程地质勘察应注意的几个问题
3.
On the Oil Pipeline Channel Longjiang Crossing s Geotechnical Investigation;
浅谈输油管道龙江穿越岩土工程勘察
5)  exploration [英][,eksplə'reɪʃn]  [美]['ɛksplə'reʃən]
勘察
1.
Some cognitions in the Yangtiangang reservoir exploration;
羊田岗水库勘察中的一些认识
2.
Discussion on the questions encountered in geotechnical engineering exploration;
岩土工程勘察中几个问题的探讨
3.
The study of model on the exploration and design of loess landslide;
黄土滑坡勘察设计模式研究
6)  survey [英][sə'vei]  [美][sɚ've, 'sɚ,ve]
勘察
1.
Some problems in the calling for tenders during expressway survey and design;
高速公路勘察设计招标中的几个问题
2.
Developmental survey and design trade in Inner Mongolia Autonomous Region;
谈内蒙古勘察事业的改革发展
3.
The characteristics of soft soil and foundation survey in Yangquan region;
阳泉地区软土的特征及地基勘察探讨
补充资料:ANSYS SOLID65环向布置钢筋的例子

 ANSYS SOLID65环向布置钢筋的例子
! 一个管道,环向配筋率为1%,纵向配筋率为0.5%,径向配筋率为0.1%
! 作者: 陆新征 清华大学土木系
!
FINISH
/CLEAR


/PREP7
!*
! 单元属性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!实参数1:不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,


!材料属性
!混凝土基本材料属性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服准则
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破坏准则
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!钢材基本属性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服准则
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,


! 管道内径和外径
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2


! 定义局部柱坐标
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL


ESIZE,500,0,
! 注意:设定单元局部坐标
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意:红色代表最大配筋方向,绿色代表其次,蓝色表示最小配筋方向

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