標(biāo)題: Titlebook: Geotechnical Design to Eurocode 7; Trevor L. L. Orr,Eric R. Farrell Book 1999 Springer-Verlag London Limited 1999 Eurocode 7.Geotechnical [打印本頁] 作者: 指責(zé) 時(shí)間: 2025-3-21 19:52
書目名稱Geotechnical Design to Eurocode 7影響因子(影響力)
書目名稱Geotechnical Design to Eurocode 7影響因子(影響力)學(xué)科排名
書目名稱Geotechnical Design to Eurocode 7網(wǎng)絡(luò)公開度
書目名稱Geotechnical Design to Eurocode 7網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Geotechnical Design to Eurocode 7被引頻次
書目名稱Geotechnical Design to Eurocode 7被引頻次學(xué)科排名
書目名稱Geotechnical Design to Eurocode 7年度引用
書目名稱Geotechnical Design to Eurocode 7年度引用學(xué)科排名
書目名稱Geotechnical Design to Eurocode 7讀者反饋
書目名稱Geotechnical Design to Eurocode 7讀者反饋學(xué)科排名
作者: 要素 時(shí)間: 2025-3-21 23:28
Hysterese- und Nachwirkungsprobleme,licable, may not be sufficient for the design of dykes and dams because of the higher risk associated with water retaining structures. Such structures would normally be classified as GC3 and therefore, according to ., additional investigations and analyses are required.作者: Tidious 時(shí)間: 2025-3-22 03:13 作者: 軍械庫 時(shí)間: 2025-3-22 07:27
.Demonstration is provided through the use of many practicalThe purpose of this book is to explain the philosophy set out in Eurocode 7, the new European code of practice for geotechnical design, and, by means of series of typical examples, to show how this philosophy is used in practice. This book 作者: Intersect 時(shí)間: 2025-3-22 09:16
,Entwicklung eines Schneiden-Prüfger?ts,partial factors on loads and material parameters, and the calculations for checking the ultimate and serviceability limit states. The requirements for presenting the results of a geotechnical design in a Geotechnical Design Report are also given in Section 2.作者: Arthropathy 時(shí)間: 2025-3-22 15:56 作者: Arthropathy 時(shí)間: 2025-3-22 20:05 作者: 優(yōu)雅 時(shí)間: 2025-3-22 23:25 作者: 桉樹 時(shí)間: 2025-3-23 05:03 作者: Cougar 時(shí)間: 2025-3-23 05:43 作者: 輕率看法 時(shí)間: 2025-3-23 12:11 作者: PHONE 時(shí)間: 2025-3-23 15:53 作者: Pamphlet 時(shí)間: 2025-3-23 20:24 作者: semiskilled 時(shí)間: 2025-3-24 00:47 作者: Amylase 時(shí)間: 2025-3-24 03:20 作者: fiscal 時(shí)間: 2025-3-24 09:55 作者: PET-scan 時(shí)間: 2025-3-24 12:08 作者: hauteur 時(shí)間: 2025-3-24 18:29 作者: 小淡水魚 時(shí)間: 2025-3-24 21:23 作者: Repetitions 時(shí)間: 2025-3-25 00:03
https://doi.org/10.1007/978-1-4471-0803-0Eurocode 7; Geotechnical Design to Eurocode 7; civil engineering; design methods; limit state design; mai作者: 微生物 時(shí)間: 2025-3-25 05:59
https://doi.org/10.1007/978-3-642-47934-2Comité Européen de Normalisation. Hereafter, throughout this book, this document is referred to as EC7. References in this book to the clauses of EC7 are written in bold text and preceded by the letter C, e.g. ., while references to other sections of this book are written in normal text and preceded by the symbol §, e.g. §1.2.作者: inscribe 時(shí)間: 2025-3-25 09:18
https://doi.org/10.1007/978-3-642-83686-2dations. Spread foundations are foundations at shallow depths of burial where the ground resistance on the sides of the foundation does not contribute significantly to the bearing resistance. Some of the provisions in this Section may also apply to deep foundations, such as caissons and piers.作者: ethnology 時(shí)間: 2025-3-25 11:44 作者: OMIT 時(shí)間: 2025-3-25 16:16 作者: Arb853 時(shí)間: 2025-3-25 20:37
Introduction,Comité Européen de Normalisation. Hereafter, throughout this book, this document is referred to as EC7. References in this book to the clauses of EC7 are written in bold text and preceded by the letter C, e.g. ., while references to other sections of this book are written in normal text and preceded by the symbol §, e.g. §1.2.作者: 公共汽車 時(shí)間: 2025-3-26 02:28 作者: charisma 時(shí)間: 2025-3-26 08:22 作者: SSRIS 時(shí)間: 2025-3-26 11:43
Retaining Structures,slope steeper than they would eventually adopt if no structure were present. It also covers anchorages used to support retaining structures, a subject which will probably be given a separate section when EC7 is revised as an EN.作者: Absenteeism 時(shí)間: 2025-3-26 16:35 作者: 大約冬季 時(shí)間: 2025-3-26 20:09 作者: 夸張 時(shí)間: 2025-3-26 21:03
Book 1999principles who may not have access to Eurocode 7. For example, the values of the partial factors and the principal equations given in Eurocode 7 have been included and these are used in the design examples in this book. To assist the reader, the numbering, layout and titles of the chapters closely f作者: 偶像 時(shí)間: 2025-3-27 04:02 作者: –DOX 時(shí)間: 2025-3-27 06:48
Fill, Dewatering, Ground Improvement and Reinforcement,h may involve the use of fill or ground improvement processes are covered in the sections of EC7 dealing with the design of spread foundations, piles, retaining structures, and embankments and slopes.作者: 紳士 時(shí)間: 2025-3-27 11:58
actors and the principal equations given in Eurocode 7 have been included and these are used in the design examples in this book. To assist the reader, the numbering, layout and titles of the chapters closely f978-1-4471-1206-8978-1-4471-0803-0作者: expeditious 時(shí)間: 2025-3-27 17:36 作者: propose 時(shí)間: 2025-3-27 20:52
Basis of Geotechnical Design,res include the fundamental requirements to be satisfied, the factors to be considered in design, the selection of loads and material parameters, the partial factors on loads and material parameters, and the calculations for checking the ultimate and serviceability limit states. The requirements for作者: 盤旋 時(shí)間: 2025-3-28 01:33 作者: Antimicrobial 時(shí)間: 2025-3-28 05:07 作者: OGLE 時(shí)間: 2025-3-28 08:21
Fill, Dewatering, Ground Improvement and Reinforcement, is because each of these processes is concerned with improving the properties of the ground, while the previous section, Section 4, is concerned with determining the properties of existing ground. Fill, dewatered and improved ground all have to satisfy the same fundamental requirements as existing 作者: abduction 時(shí)間: 2025-3-28 10:38
Spread Foundations,dations. Spread foundations are foundations at shallow depths of burial where the ground resistance on the sides of the foundation does not contribute significantly to the bearing resistance. Some of the provisions in this Section may also apply to deep foundations, such as caissons and piers.作者: 釘牢 時(shí)間: 2025-3-28 17:45 作者: Assignment 時(shí)間: 2025-3-28 21:22
Retaining Structures,slope steeper than they would eventually adopt if no structure were present. It also covers anchorages used to support retaining structures, a subject which will probably be given a separate section when EC7 is revised as an EN.作者: Genteel 時(shí)間: 2025-3-28 23:43 作者: 基因組 時(shí)間: 2025-3-29 04:15
A Review of Three-Dimensional Multispectral Imaging in Plant Phenotyping,hus reflecting the adaptability and productivity of plants to the environment. As the two critical technical means in plant phenotyping, three-dimensional imaging could provide accurate information about the plant shape, structure, and spatial distribution non-destructively through laser scanning or作者: deviate 時(shí)間: 2025-3-29 08:14
