设为首页收藏本站
开启辅助访问 切换到窄版

 找回密码
 To register

QQ登录

只需一步，快速开始

扫一扫，访问微社区

  • ALL
  • Journals
  • Books

派博传思国际中心 »期刊书目

› BOOKS
› BOOKS with Alphabet A (Aa, Ab,Ac, Ad, Ae…... )

1234567下一页
返回列表

Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme

[复制链接]
查看: 20972|回复: 65
发表于 2025-3-21 17:29:50 | 显示全部楼层 |阅读模式
期刊全称Advances in Rockfill Structures
影响因子2023E. Maranha Neves
视频videohttp://file.papertrans.cn/150/149623/149623.mp4
学科分类NATO Science Series E:
图书封面Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme
影响因子279 4. 2. Basic formulation 280 4. 3. Variations on the theme 285 4. 4. C. S. Parameters 286 5. CONCLUSIONS 289 REFERENCES 290 CHAPTER 12 FINITE ELEMENT METHODS FOR FILLS AND EMBANKMENT DAMS D. J. NAYLOR 1. INTRODUCTION 291 2. NUMBER OF LAYERS - ACTUAL AND ANALYTICAL 292 3. DEFORMATION IN A RISING FILL 292 4. BASIC FINITE ELEMENT PROCEDURE 292 5. INTERPRETATION OF FINITE ELEMENT DIS­ PLACEMENTS - 1D CASE 294 6. NEW LAYER STIFFNESS REDUCTION 296 7. MODELLING COMPACTION 300 8. FINITE ELEMENT EFFECTIVE STRESS TECHNIQUES 302 8. 1. Undrained effective stress analysis 302 8. 2. Known pore pressure change analysis 305 9. FIRST FILLING AND OPERATION - GENERAL 306 10. LOADING DUE TO IMPOUNDING 308 10. 1. upstream membrane dam 308 10. 2. Internal membrane dam 308 10. 3. Zoned embankment dams 312 11. ANALYSIS OF FIRST FILLING AND OPERATION 312 11. 1. First filling 312 11. 2. Steady seepage condition 314 11. 3. Finite element considerations 314 12. COLLAPSE SETTLEMENT 314 xili 12. 1. Nobari and Duncan‘s method 317 12. 2. Generalisation of Nobari and Duncan‘s method 319 12. 3. One-dimensional example 320 323 13. APPLICATIONS 13. 1. carsington dam 323 13. 2. Beliche dam 325 13. 3. Monasavu dam 3
Pindex Book 1991
The information of publication is updating

书目名称Advances in Rockfill Structures影响因子(影响力)




书目名称Advances in Rockfill Structures影响因子(影响力)学科排名




书目名称Advances in Rockfill Structures网络公开度




书目名称Advances in Rockfill Structures网络公开度学科排名




书目名称Advances in Rockfill Structures被引频次




书目名称Advances in Rockfill Structures被引频次学科排名




书目名称Advances in Rockfill Structures年度引用




书目名称Advances in Rockfill Structures年度引用学科排名




书目名称Advances in Rockfill Structures读者反馈




书目名称Advances in Rockfill Structures读者反馈学科排名




单选投票, 共有 0 人参与投票
1.jpg
 

0票 0%

Perfect with Aesthetics
2.jpg
 

0票 0%

Better Implies Difficulty
3.jpg
 

0票 0%

Good and Satisfactory
4.jpg
 

0票 0%

Adverse Performance
5.jpg
 

0票 0%

Disdainful Garbage
您所在的用户组没有投票权限
bile-acids
回复

举报

发表于 2025-3-21 20:26:25 | 显示全部楼层
Laboratory Compression Tests and the Deformation of Rockfill Structures,ls mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
forthy
回复

举报

发表于 2025-3-22 03:53:24 | 显示全部楼层
ascetic
回复

举报

发表于 2025-3-22 07:54:52 | 显示全部楼层
Pathogen
回复

举报

发表于 2025-3-22 09:17:00 | 显示全部楼层
Concrete Face Rockfill Dams, rock blasting works led oftenly to the construction of timber face rockfill dams, to store water for the sluicing operations.Reinforced concrete slabs replaced timber as the impervious element for higher and permanent dams in irrigation and power projects, and the concrete face rockfill dam (CFRD),
carotenoids
回复

举报

发表于 2025-3-22 16:23:13 | 显示全部楼层
cavity
回复

举报

发表于 2025-3-22 17:32:12 | 显示全部楼层
群居动物
回复

举报

发表于 2025-3-22 21:53:53 | 显示全部楼层
态学
回复

举报

发表于 2025-3-23 01:26:31 | 显示全部楼层
反馈
回复

举报

发表于 2025-3-23 07:44:44 | 显示全部楼层
eulogize
回复

举报

下一页 »
1234567下一页
返回列表
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 吾爱论文网 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
QQ|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-8-29 23:07
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表