標(biāo)題: Titlebook: Computational Geomechanics; Arnold Verruijt Book 1995 Springer Science+Business Media Dordrecht 1995 finite element method.geomechanics.gr [打印本頁] 作者: EXTRA 時間: 2025-3-21 17:47
書目名稱Computational Geomechanics影響因子(影響力)
作者: Generosity 時間: 2025-3-21 21:01 作者: Champion 時間: 2025-3-22 02:27 作者: 過時 時間: 2025-3-22 05:48
Stochastic Dominance Decision Rules, simplest problems of wave propagation in a mathematical sense, and therefore it may be used to illustrate some of the main characteristics of dynamics. Several methods of analysis will be used: the Laplace transform method, separation of variables, the method of characteristics, and numerical solution.作者: 特別容易碎 時間: 2025-3-22 10:10 作者: HACK 時間: 2025-3-22 15:54
Sea Bed Response to Cyclic Loads,e pore pressures in the soil below the sea bottom. In the first part of this chapter the soil is assumed to be a homogeneous linear elastic material, as a first approximation. This is a straightforward application of the theory of consolidation, as presented in the previous chapter.作者: HACK 時間: 2025-3-22 17:58 作者: Chameleon 時間: 2025-3-23 00:57 作者: transdermal 時間: 2025-3-23 01:33
Applications of Stochastic Dominance Rules,le analytical models are discussed, one using a linear elastic form of soil-pile interaction, and one using a fully plastic form of pile-soil interaction. The numerical model includes both as limiting cases.作者: JOT 時間: 2025-3-23 09:33
Development of Pile Plug,le analytical models are discussed, one using a linear elastic form of soil-pile interaction, and one using a fully plastic form of pile-soil interaction. The numerical model includes both as limiting cases.作者: 范例 時間: 2025-3-23 12:26
Book 1995ues makes it possible to deal with many complexengineering problems, taking into account many of the typicalproperties of geotechnical materials (soil and rock), such as thecoupled behaviour of pore water and solid material, nonlinearelasto-plastic behaviour, and transport processes. This book provi作者: 啪心兒跳動 時間: 2025-3-23 17:37 作者: debase 時間: 2025-3-23 21:59 作者: 和藹 時間: 2025-3-24 01:01 作者: expunge 時間: 2025-3-24 03:43 作者: IOTA 時間: 2025-3-24 07:43 作者: Protein 時間: 2025-3-24 14:11 作者: Lament 時間: 2025-3-24 15:55
Computational Geomechanics978-94-017-1112-8Series ISSN 0924-6118 Series E-ISSN 2213-6940 作者: Adherent 時間: 2025-3-24 19:07
Stochastic Dominance Decision Rules,e program can be used for beams consisting of sections of unequal length, as the program is to be used as a basis for a sheet pile wall program, and for a program for a laterally loaded pile in a layered soil.作者: BACLE 時間: 2025-3-25 00:26 作者: BIBLE 時間: 2025-3-25 03:47 作者: 裙帶關(guān)系 時間: 2025-3-25 09:37
Theory and Applications of Transport in Porous Mediahttp://image.papertrans.cn/c/image/232323.jpg作者: CORE 時間: 2025-3-25 14:56
Beams on Elastic Foundation,e program can be used for beams consisting of sections of unequal length, as the program is to be used as a basis for a sheet pile wall program, and for a program for a laterally loaded pile in a layered soil.作者: tackle 時間: 2025-3-25 18:05
Axially Loaded Piles,ns. In this chapter this will be discussed, and solution techniques will be developed. Some simple analytic solutions will be presented first. In a later section a numerical model will be developed for problems involving non-linear material behaviour.作者: 蹣跚 時間: 2025-3-25 20:01
Laterally Loaded Piles,ase for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter. Some analytic solutions for simplified problems will be presented first. In a later section a numerical model will be developed, which includes non-linear material behaviour.作者: 1FAWN 時間: 2025-3-26 00:59 作者: effrontery 時間: 2025-3-26 07:11 作者: critique 時間: 2025-3-26 09:15 作者: ALLEY 時間: 2025-3-26 13:54
Stochastic Dominance and Risk Measures,ns. In this chapter this will be discussed, and solution techniques will be developed. Some simple analytic solutions will be presented first. In a later section a numerical model will be developed for problems involving non-linear material behaviour.作者: 并排上下 時間: 2025-3-26 19:49
Applications of Stochastic Dominance Rules,that its stiffness and its strength are very large. During pile driving the formation of such a plug may result in a very high driving resistance, which may hinder the driving process. In static conditions the presence of a plug may give a considerable contribution to the bearing capacity of the pil作者: Cumulus 時間: 2025-3-26 23:58 作者: 淡紫色花 時間: 2025-3-27 04:44 作者: obnoxious 時間: 2025-3-27 05:56
Stochastic Dominance Decision Rules,of a pile and the soil during pile driving, and under dynamic loading. Because of the one-dimensional character of the problem this is also one of the simplest problems of wave propagation in a mathematical sense, and therefore it may be used to illustrate some of the main characteristics of dynamic作者: Nebulizer 時間: 2025-3-27 10:56
Stochastic Dominance Decision Rules,ly consisting of a series of cells, see figure 11.1, with a number of towers on which the actual platform is built. The basic structural principle of this type of foundation is that the large weight of the structure results in large vertical stresses below the foundation, which enable to withstand t作者: 同來核對 時間: 2025-3-27 16:19
Almost Stochastic Dominance (ASD),nalysis of stability of slopes is to calculate the safety factor of various assumed slip surfaces, and then to regard the slip surface having the smallest safety factor as critical. If the safety factor is smaller than 1 the slope is considered to be unstable. In normal conditions the design of such作者: 灌溉 時間: 2025-3-27 21:22 作者: Concomitant 時間: 2025-3-27 23:44 作者: convert 時間: 2025-3-28 06:09
https://doi.org/10.1007/978-94-017-1112-8finite element method; geomechanics; groundwater; materials; mechanics; plasticity; porous media; soil; stab作者: Urologist 時間: 2025-3-28 08:55 作者: Progesterone 時間: 2025-3-28 13:52 作者: 雇傭兵 時間: 2025-3-28 14:48 作者: 增長 時間: 2025-3-28 19:46 作者: 依法逮捕 時間: 2025-3-28 23:21 作者: FLASK 時間: 2025-3-29 06:32
Stochastic Dominance and Risk Measures,In this chapter the finite element method for the solution of problems of one-dimensional consolidation is presented. The purpose is to develop a method for the analysis of consolidation of a soil consisting of several layers having different properties.作者: eulogize 時間: 2025-3-29 10:37 作者: resilience 時間: 2025-3-29 12:51 作者: 管理員 時間: 2025-3-29 19:14
Sheet Pile Walls,An interesting application of the theory of beams on elastic support, presented in the previous chapter, is the analysis of a sheet pile wall. This requires an extension of the theory to elasto-plastic supporting springs. The analysis is presented in this chapter, together with a simple computer program.作者: ESO 時間: 2025-3-29 22:31
Finite Elements for Plane Groundwater Flow,In this chapter the finite element method for the solution of groundwater flow problems is described. The presentation will be kept as simple as possible. More general presentations, using the Galerkin method or the method of weighted residuals, can be found in the literature, see for instance Bear & Verruijt (1987).作者: 猛然一拉 時間: 2025-3-30 02:01
Finite Elements for Plane Strain Elastostatics,In this chapter the finite element method for the solution of problems of isotropic plane strain elasticity is presented. The elements used are as simple as possible: triangular elements, with constant strain and stress in each element.作者: FACT 時間: 2025-3-30 07:49
Finite Elements for One-Dimensional Consolidation,In this chapter the finite element method for the solution of problems of one-dimensional consolidation is presented. The purpose is to develop a method for the analysis of consolidation of a soil consisting of several layers having different properties.作者: 逃避系列單詞 時間: 2025-3-30 08:37 作者: inclusive 時間: 2025-3-30 15:28
Theory of Consolidation, denoted as a saturated porous medium. The deformation of such a material depends upon the stiffness of the porous material, but also upon the behaviour of the fluid in the pores. In particular, the flow of the pore fluid influences the deformation of the soil. If the permeability of the material is作者: 排他 時間: 2025-3-30 16:59
Sea Bed Response to Cyclic Loads,ed that along the bottom of the sea the pressure in the water varies sinusoidally, in space as well as in time, and the problem is now to determine the pore pressures in the soil below the sea bottom. In the first part of this chapter the soil is assumed to be a homogeneous linear elastic material, 作者: circuit 時間: 2025-3-31 00:31 作者: 不確定 時間: 2025-3-31 01:26 作者: 蛙鳴聲 時間: 2025-3-31 08:32 作者: 誰在削木頭 時間: 2025-3-31 12:29
Laterally Loaded Piles,ase for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter. Some analytic solutions for simplified problems will be presented first. In a later section a numerical model will be developed, w作者: Flatus 時間: 2025-3-31 14:17 作者: 系列 時間: 2025-3-31 18:33
Waves in Piles,of a pile and the soil during pile driving, and under dynamic loading. Because of the one-dimensional character of the problem this is also one of the simplest problems of wave propagation in a mathematical sense, and therefore it may be used to illustrate some of the main characteristics of dynamic作者: 俗艷 時間: 2025-4-1 01:43
