標(biāo)題: Titlebook: An Introduction to Soil Dynamics; Arnold Verruijt Textbook 2010 Springer Science+Business Media B.V. 2010 Foundation vibrations.Geophysics [打印本頁] 作者: Heel-Spur 時(shí)間: 2025-3-21 18:27
書目名稱An Introduction to Soil Dynamics影響因子(影響力)
書目名稱An Introduction to Soil Dynamics影響因子(影響力)學(xué)科排名
書目名稱An Introduction to Soil Dynamics網(wǎng)絡(luò)公開度
書目名稱An Introduction to Soil Dynamics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱An Introduction to Soil Dynamics被引頻次
書目名稱An Introduction to Soil Dynamics被引頻次學(xué)科排名
書目名稱An Introduction to Soil Dynamics年度引用
書目名稱An Introduction to Soil Dynamics年度引用學(xué)科排名
書目名稱An Introduction to Soil Dynamics讀者反饋
書目名稱An Introduction to Soil Dynamics讀者反饋學(xué)科排名
作者: 極小 時(shí)間: 2025-3-21 21:05 作者: epicondylitis 時(shí)間: 2025-3-22 01:57 作者: endocardium 時(shí)間: 2025-3-22 04:48 作者: declamation 時(shí)間: 2025-3-22 08:59 作者: cultivated 時(shí)間: 2025-3-22 14:04 作者: Prostatism 時(shí)間: 2025-3-22 19:43 作者: 北京人起源 時(shí)間: 2025-3-22 21:36 作者: forbid 時(shí)間: 2025-3-23 02:31 作者: 多節(jié) 時(shí)間: 2025-3-23 07:08 作者: Constant 時(shí)間: 2025-3-23 12:34 作者: 干涉 時(shí)間: 2025-3-23 16:00 作者: 名詞 時(shí)間: 2025-3-23 18:20 作者: APO 時(shí)間: 2025-3-23 23:41 作者: ARCHE 時(shí)間: 2025-3-24 06:11 作者: 使成整體 時(shí)間: 2025-3-24 08:59
https://doi.org/10.1007/978-3-662-36835-0deform together, which in soil mechanics is usually denoted as a state of undrained deformations. For an elastic solid skeleton this means that the soil behaves as an elastic material with Poisson’s ratio close to 0.5.作者: 使顯得不重要 時(shí)間: 2025-3-24 11:21 作者: 免除責(zé)任 時(shí)間: 2025-3-24 15:04
Dynamics of Porous Media,deform together, which in soil mechanics is usually denoted as a state of undrained deformations. For an elastic solid skeleton this means that the soil behaves as an elastic material with Poisson’s ratio close to 0.5.作者: 斜 時(shí)間: 2025-3-24 20:01
Vibrating Systems,inear damper. The main purpose of this chapter is to define the basic properties of dynamical systems, for future reference. In this chapter the major forms of damping of importance for soil dynamics problems, viscous damping and hysteretic damping, are defined and their properties are investigated.作者: mitral-valve 時(shí)間: 2025-3-25 02:20 作者: DNR215 時(shí)間: 2025-3-25 04:05 作者: 放氣 時(shí)間: 2025-3-25 09:34
Theory of Consolidation,, usually water, but perhaps oil, or a mixture of a liquid and gas. Chapter?4 presents the classical theory, due to Terzaghi, of semi-static consolidation, and some elementary solutions. In Chap.?5 the extension to the dynamical case is presented, mainly for the one dimensional case, as first presen作者: 柔軟 時(shí)間: 2025-3-25 14:10 作者: BRAND 時(shí)間: 2025-3-25 18:38 作者: 我怕被刺穿 時(shí)間: 2025-3-25 23:59
Spherical Waves,agation of waves in an infinite medium introduces Rayleigh’s important principle of the radiation condition, which expresses that in an infinite medium no waves can be expected to travel from infinity towards the interior of the body.作者: insecticide 時(shí)間: 2025-3-26 04:10 作者: 大方不好 時(shí)間: 2025-3-26 08:18
Elastodynamics of a Half Space,more difficult problems, involving mixed boundary value conditions. The corresponding dynamic problems still await solution, at least in analytic form. Chapter?9 presents the basics of dynamic problems in elastic continua, including the general properties of the most important types of waves: compre作者: 六個(gè)才偏離 時(shí)間: 2025-3-26 12:19
Confined Elastodynamics,d to vanish, an approximation due to Westergaard and generalized by Barends. This makes it possible to solve a variety of problems by simple means, and resulting in relatively simple solutions. It should be remembered that these are approximate solutions only, and that important features of the comp作者: 消息靈通 時(shí)間: 2025-3-26 14:03
Line Load on Elastic Half Space,solutions for the stress distribution in soils due to loads on the surface. In Chaps.?11 and?12 the solution for two corresponding elastodynamic problems, a line load on a half plane and a strip load on a half plane, are derived. These chapters rely heavily on the theory developed by Cagniard and De作者: debble 時(shí)間: 2025-3-26 18:15 作者: Tortuous 時(shí)間: 2025-3-26 21:23 作者: Pander 時(shí)間: 2025-3-27 03:16 作者: HERTZ 時(shí)間: 2025-3-27 05:40
https://doi.org/10.1007/978-3-642-91878-0inear damper. The main purpose of this chapter is to define the basic properties of dynamical systems, for future reference. In this chapter the major forms of damping of importance for soil dynamics problems, viscous damping and hysteretic damping, are defined and their properties are investigated.作者: 租約 時(shí)間: 2025-3-27 10:10
https://doi.org/10.1007/978-3-662-34039-4ng layers, as first developed in the 1970s at the University of California, Berkeley. In these chapters the mathematical methods of Laplace and Fourier transforms, characteristics, and separation of variables, are used and compared. Some simple numerical models are also presented.作者: 不斷的變動 時(shí)間: 2025-3-27 15:56 作者: 誹謗 時(shí)間: 2025-3-27 19:05 作者: MAOIS 時(shí)間: 2025-3-27 22:10
https://doi.org/10.1007/978-3-662-36835-0, usually water, but perhaps oil, or a mixture of a liquid and gas. Chapter?4 presents the classical theory, due to Terzaghi, of semi-static consolidation, and some elementary solutions. In Chap.?5 the extension to the dynamical case is presented, mainly for the one dimensional case, as first presen作者: 抗體 時(shí)間: 2025-3-28 04:38 作者: ANN 時(shí)間: 2025-3-28 07:42 作者: 有權(quán) 時(shí)間: 2025-3-28 12:44 作者: 伙伴 時(shí)間: 2025-3-28 17:23 作者: lambaste 時(shí)間: 2025-3-28 20:09 作者: 錫箔紙 時(shí)間: 2025-3-29 02:22 作者: Priapism 時(shí)間: 2025-3-29 06:59
Die allgemeine Arbeitsumgebung,solutions for the stress distribution in soils due to loads on the surface. In Chaps.?11 and?12 the solution for two corresponding elastodynamic problems, a line load on a half plane and a strip load on a half plane, are derived. These chapters rely heavily on the theory developed by Cagniard and De作者: fodlder 時(shí)間: 2025-3-29 10:02 作者: 豐滿中國 時(shí)間: 2025-3-29 15:03 作者: 關(guān)節(jié)炎 時(shí)間: 2025-3-29 17:09 作者: 我不明白 時(shí)間: 2025-3-29 20:42 作者: omnibus 時(shí)間: 2025-3-30 03:56
Spherical Waves,agation of waves in an infinite medium introduces Rayleigh’s important principle of the radiation condition, which expresses that in an infinite medium no waves can be expected to travel from infinity towards the interior of the body.作者: CLAM 時(shí)間: 2025-3-30 05:30 作者: Abduct 時(shí)間: 2025-3-30 08:31 作者: MEN 時(shí)間: 2025-3-30 13:34 作者: Ballerina 時(shí)間: 2025-3-30 17:50 作者: STING 時(shí)間: 2025-3-30 23:23 作者: SPURN 時(shí)間: 2025-3-31 04:30
Point Load on an Elastic Half Space,Chapter 13 presents the solution for a point load on an elastic half space, a problem first solved analytically by Pekeris. The solution is derived using integral transforms and an elegant transformation theorem due to Bateman and Pekeris. In this chapter numerical values are obtained using numerical integration of the final integrals.作者: oncologist 時(shí)間: 2025-3-31 05:39
