標題: Titlebook: Probabilistic Methods in Geotechnical Engineering; D. V. Griffiths,Gordon. A. Fenton Book 2007 CISM Udine 2007 Eurocode 7.Moment.Probabili [打印本頁] 作者: deflate 時間: 2025-3-21 19:03
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書目名稱Probabilistic Methods in Geotechnical Engineering影響因子(影響力)學科排名
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書目名稱Probabilistic Methods in Geotechnical Engineering讀者反饋
書目名稱Probabilistic Methods in Geotechnical Engineering讀者反饋學科排名
作者: 帶傷害 時間: 2025-3-21 20:38
Wojciech Pula,Jerzy Bauerance was slow and their applications limited. But when these sciences joined Weil, if you knows of a better ‘oie, company, they drew from each go to it. Bruce Bairnsfather other fresh vitality and thence- forward marched on at a rapid pace What is now proved was once only towards perfeetion. imagine作者: FATAL 時間: 2025-3-22 02:20 作者: Canopy 時間: 2025-3-22 04:55
Wojciech Pula,Jaroslaw Rybaked around the pursuit of specific goals. They are created to achieve objectives beyond those that could be achieved by any one individual and are traditionally defined by boundaries, a shared body of rules and processes and the empowerment of managers to ensure that these are adhered to. But organis作者: 邊緣 時間: 2025-3-22 09:49 作者: 野蠻 時間: 2025-3-22 13:15 作者: 浪蕩子 時間: 2025-3-22 20:11 作者: 搖晃 時間: 2025-3-22 22:44
Tools and Strategies for Dealing with Uncertainty in Geotechnics,ing its effect(s) on the results. To characterize the uncertainties in soil and/or rock properties, the engineer needs to combine, in addition to actual data, knowledge about the quality of the data, knowledge on the geology and, most importantly, engineering judgment. Once the uncertainty in input 作者: infarct 時間: 2025-3-23 02:18
Basic Concepts and Applications of Point Estimate Methods in Geotechnical Engineering,iption of the theoretical background is given and an illustrative example analysing a sheet pile wall supporting an excavation is presented to demonstrate the general applicability of the proposed approach. Finally the application to numerical analyses of tunnel excavation is discussed in some detai作者: 遭遇 時間: 2025-3-23 08:06
Basic Concepts and Applications of Random Sets in Geotechnical Engineering,ories. Random sets are employed to describe the variability of material parameters and geometrical data. After a brief introduction of the basics of the proposed approach application to a boundary value problem, namely a deep excavation analysis, is presented. Comparison with in situ measurements is作者: COWER 時間: 2025-3-23 13:27 作者: 十字架 時間: 2025-3-23 16:48 作者: 凝結(jié)劑 時間: 2025-3-23 21:45
Reliability of Laterally Loaded Rigid Piles,ir supports and foundations of the supports. One of possible way to construct a new foundation of such support is the direct connection of the support with a single pre-cast concrete pile embedded in soil. The piles used are usually short, then in a certain soil conditions have to be treated as rigi作者: cocoon 時間: 2025-3-24 02:14
Case history: Pile Foundations of a Large Gantry Crane,orthern part of Poland. The problem has been analysed in connection with the excessive settlement of the part of the track founded on the approximately 9-meter thick layer of non-compact embankment. One of suggestions of repair works assumed the carrying out of the jet-grouting columns under the bea作者: arabesque 時間: 2025-3-24 03:40
Random Field Generation and the Local Average Subdivision Method, field models allow the rational quantification of the behaviour of spatially variable soils, which are inherently uncertain, and lead to reliability estimates, decision analysis, and. ultimately, optimal designs. Random models are commonly used either in analytical studies employing theoretical res作者: 河流 時間: 2025-3-24 07:30 作者: CRATE 時間: 2025-3-24 14:14
The Random Finite Element Method (RFEM) in Settlement Analyses,cations regarding maximum settlement which often govern the footing design. Once the footing has been designed and constructed, the actual settlement it experiences on a real three-dimensional soil mass can be quite different than expected, due to the soil’s spatial variability. Because of this gene作者: jagged 時間: 2025-3-24 15:51 作者: Allege 時間: 2025-3-24 22:05
The Random Finite Element Method (RFEM) in Bearing Capacity Analyses,ate the extent to which spatial variability and cross-correlation in soil properties (. and .) affect bearing capacity. The analysis is two dimensional, corresponding to a strip footing with infinite correlation length in the out-of-plane direction, and the soil is assumed to be weightless with foot作者: ascetic 時間: 2025-3-25 00:57 作者: 新手 時間: 2025-3-25 06:06 作者: DEFER 時間: 2025-3-25 07:52
The Random Finite Element Method (RFEM) in Slope Stability Analysis,this work, is the conclusion that simplified probabilistic analysis, in which spatial variability is ignored by assuming perfect correlation, can lead to unconservative estimates of the probability of failure. This contradicts the findings of other investigators using classical slope stability analysis tools.作者: Inoperable 時間: 2025-3-25 12:36
Basic Concepts and Applications of Random Sets in Geotechnical Engineering, provided and it is shown that the calculated most likely range of displacements compares well with measurements. Furthermore an assessment of the probability of damage of a building, situated adjacent to the excavation, is in line with observed behaviour.作者: 舊式步槍 時間: 2025-3-25 16:44 作者: 主動脈 時間: 2025-3-25 22:00 作者: 枯燥 時間: 2025-3-26 01:42 作者: 共同生活 時間: 2025-3-26 04:36
The Random Finite Element Method (RFEM) in Mine Pillar Stability Analysis,ngth of the rock is not a good indicator of the overall strength of the pillar. The results of this study enable traditional approaches involving factors of safety to be re-interpreted as a “probability of failure” in the context of reliability based design.作者: Omnipotent 時間: 2025-3-26 09:53
Book 2007on of statistical and probabilistic concepts to geotechnical analysis is a rapidly growing area of interest for both academics and practitioners. The book is therefore aimed at students, researchers, and practitioners of geotechnical engineering who wish to keep abreast of developments in this evolv作者: 阻撓 時間: 2025-3-26 16:25 作者: 易于出錯 時間: 2025-3-26 20:27
Probabilistic Methods in Geotechnical Engineering978-3-211-73366-0Series ISSN 0254-1971 Series E-ISSN 2309-3706 作者: 條約 時間: 2025-3-26 21:52 作者: ESO 時間: 2025-3-27 01:29
Tools and Strategies for Dealing with Uncertainty in Geotechnics,ple problems. Many geotechnical problems involve several possible failure modes, which may or may not be correlated. These problems should be treated as systems. Component reliability vs. system reliability are discussed, and example calculations are presented.作者: Definitive 時間: 2025-3-27 08:13 作者: extrovert 時間: 2025-3-27 09:35
0254-1971 urocode 7,..(b) review of relevant statistical theories needed to develop the methodologies and interpret the results of probabilistic analysis,..(c) examples o978-3-211-73365-3978-3-211-73366-0Series ISSN 0254-1971 Series E-ISSN 2309-3706 作者: 扔掉掐死你 時間: 2025-3-27 15:25 作者: 古老 時間: 2025-3-27 18:53