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

Titlebook: Novel Issues on Unsaturated Soil Mechanics and Rock Engineering; Proceedings of the 2 Laureano R. Hoyos,John S. McCartney Conference procee

[复制链接]
查看: 37952|回复: 52
发表于 2025-3-21 18:24:11 | 显示全部楼层 |阅读模式
书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering
副标题Proceedings of the 2
编辑Laureano R. Hoyos,John S. McCartney
视频video
概述Adds further insights on the characterization techniques of the unsaturated soils.Discusses the thermo-hydro-mechanical behaviour of rocks.Includes a unique combination of unsaturated soils and rock m
丛书名称Sustainable Civil Infrastructures
图书封面Titlebook: Novel Issues on Unsaturated Soil Mechanics and Rock Engineering; Proceedings of the 2 Laureano R. Hoyos,John S. McCartney Conference procee
描述This volume discusses issues related to unsaturated soil mechanics and rock engineering based on technical papers focusing on two important topics in geotechnical engineering: (1) the characterization of unsaturated soils, and (2) the investigation of rock properties. The research studies on unsaturated soils include the characterization techniques of the unsaturated soils. The studies on rock properties include thermo-hydro-mechanical behavior of gypsum rock, soft rocks capacity, role of rock strength in blastability, indirect methods to estimate rock strength, and variations in isotope distributions in Permian rocks. The two broad themes in this collection, as summarized above, are representative of local challenges facing geotechnical engineers in the Middle East, but their contributions can also be extended to other regions of the world. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).
出版日期Conference proceedings 2019
关键词Unsaturated soils; Rock mechanics; Blastability; Volume change; Rock Engineering
版次1
doihttps://doi.org/10.1007/978-3-030-01935-8
isbn_softcover978-3-030-01934-1
isbn_ebook978-3-030-01935-8Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering影响因子(影响力)




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering影响因子(影响力)学科排名




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering网络公开度




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering网络公开度学科排名




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering被引频次




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering被引频次学科排名




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering年度引用




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering年度引用学科排名




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering读者反馈




书目名称Novel Issues on Unsaturated Soil Mechanics and Rock Engineering读者反馈学科排名




单选投票, 共有 0 人参与投票
 

0票 0%

Perfect with Aesthetics

 

0票 0%

Better Implies Difficulty

 

0票 0%

Good and Satisfactory

 

0票 0%

Adverse Performance

 

0票 0%

Disdainful Garbage

您所在的用户组没有投票权限
发表于 2025-3-21 21:31:11 | 显示全部楼层
发表于 2025-3-22 01:09:03 | 显示全部楼层
2366-3405 ncludes a unique combination of unsaturated soils and rock mThis volume discusses issues related to unsaturated soil mechanics and rock engineering based on technical papers focusing on two important topics in geotechnical engineering: (1) the characterization of unsaturated soils, and (2) the inves
发表于 2025-3-22 05:11:40 | 显示全部楼层
发表于 2025-3-22 10:28:11 | 显示全部楼层
Effects of Rock Joint Inclinations and Spacings on the Static Behavior of Dam Foundation,increase as the spacing between the joints decreases for all the rock foundations. The principal stresses are found higher in magnitude at heel of the dam than the toe under load combination .. However, for load combination ., the zone of stress concentration is observed to be more at toe than heel of the dam.
发表于 2025-3-22 15:15:04 | 显示全部楼层
Laureano R. Hoyos,John S. McCartneyAdds further insights on the characterization techniques of the unsaturated soils.Discusses the thermo-hydro-mechanical behaviour of rocks.Includes a unique combination of unsaturated soils and rock m
发表于 2025-3-22 18:41:00 | 显示全部楼层
发表于 2025-3-22 21:55:44 | 显示全部楼层
发表于 2025-3-23 04:24:24 | 显示全部楼层
Sustainable Civil Infrastructureshttp://image.papertrans.cn/n/image/668412.jpg
发表于 2025-3-23 09:09:54 | 显示全部楼层
 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 SITEMAP 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.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-5-19 14:57
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