標題: Titlebook: Cavity Expansion Methods in Geomechanics; Hai-Sui Yu Book 2000 Hai-Sui Yu 2000 Fundament.applied mechanics.geotechnical engineering.mechan [打印本頁] 作者: VERSE 時間: 2025-3-21 16:30
書目名稱Cavity Expansion Methods in Geomechanics影響因子(影響力)
書目名稱Cavity Expansion Methods in Geomechanics影響因子(影響力)學科排名
書目名稱Cavity Expansion Methods in Geomechanics網絡公開度
書目名稱Cavity Expansion Methods in Geomechanics網絡公開度學科排名
書目名稱Cavity Expansion Methods in Geomechanics被引頻次
書目名稱Cavity Expansion Methods in Geomechanics被引頻次學科排名
書目名稱Cavity Expansion Methods in Geomechanics年度引用
書目名稱Cavity Expansion Methods in Geomechanics年度引用學科排名
書目名稱Cavity Expansion Methods in Geomechanics讀者反饋
書目名稱Cavity Expansion Methods in Geomechanics讀者反饋學科排名
作者: 災難 時間: 2025-3-21 21:59 作者: FOLLY 時間: 2025-3-22 04:07 作者: recede 時間: 2025-3-22 04:57
Zusammenfassung und Schlussfolgerungen, the basic formulations for finite element analysis of cavity expansion problems. To validate the finite element formulations, the analytical solutions presented in previous chapters need to be used for comparison.作者: SOW 時間: 2025-3-22 10:06 作者: Hdl348 時間: 2025-3-22 13:08 作者: Hdl348 時間: 2025-3-22 21:06
Zusammenfassung und Schlussfolgerungen,ccess in the interpretation of these two types of . soil tests (e.g. Wroth, 1984, Clarke, 1995, Yu and Mitchell, 1998; Lunne ., 1997). The purpose of this chapter is to summarise some key applications of cavity expansion solutions to the interpretation of pressuremeter and CPT tests in both clay and sand.作者: 出價 時間: 2025-3-22 22:28
Soil Testingccess in the interpretation of these two types of . soil tests (e.g. Wroth, 1984, Clarke, 1995, Yu and Mitchell, 1998; Lunne ., 1997). The purpose of this chapter is to summarise some key applications of cavity expansion solutions to the interpretation of pressuremeter and CPT tests in both clay and sand.作者: 哥哥噴涌而出 時間: 2025-3-23 04:06
Introductionand contraction of cylindrical or spherical cavities. Cavity expansion in soil or rock is a fundamental problem in theoretical geomechanics primarily because it provides a useful and simple tool for modelling many complex geotechnical problems.作者: 太空 時間: 2025-3-23 08:05 作者: 凌辱 時間: 2025-3-23 13:34
Further Elastoplastic Solutionsmodels. Although critical state models are widely used in soil mechanics, other types of plasticity models have also been used to describe the non-linear stress-strain behaviour of soil and rock. For this reason, this chapter describes some additional solutions for cavity problems in elastic-plastic strain hardening/softening soils and rocks.作者: 一再困擾 時間: 2025-3-23 15:19
Pile Foundations and Earth Anchorsn in soils, the rigorous analysis of the behaviour of driven piles is difficult because of its highly material and geometric nonlinear nature. Although considerable progress has been made over the last 20 years in the analysis of driven piles in clays, the analysis and design of piles in sand is still largely empirical.作者: Adrenal-Glands 時間: 2025-3-23 20:22
Underground Excavations and Tunnelling (i.e. unlined tunnels), completely removes the initial stresses which existed in the area of tunnelling or excavations, Figure 10.1. Therefore, it may be reasonable to assume that the action of tunnelling and underground excavation can be modelled by the unloading of a cavity from the . stress state.作者: legislate 時間: 2025-3-24 02:03
Wellbore Instabilityue of lost equipment and time arising directly from wellbore instability, but no one would dispute estimates of over $500 millions per year worldwide (Dusseault, 1994). Better analysis and prediction methods for wellbore instability will definitely help reduce the costs associated with the wellbore breakout and instability problems.作者: Galactogogue 時間: 2025-3-24 04:45 作者: Diastole 時間: 2025-3-24 08:51
Methodisches Vorgehen in der Arbeit,e of perfect plasticity is that the strength of material remains constant during the loading and unloading process. In reality, however, the strength of soil may vary considerably with deformation history. To account for this dependence in cavity expansion analysis, a strain-hardening/softening plas作者: 修正案 時間: 2025-3-24 13:29 作者: CLAN 時間: 2025-3-24 18:13 作者: 手段 時間: 2025-3-24 22:21 作者: 鞭打 時間: 2025-3-24 23:17 作者: carbohydrate 時間: 2025-3-25 03:43
https://doi.org/10.1007/978-3-8349-9724-1n in soils, the rigorous analysis of the behaviour of driven piles is difficult because of its highly material and geometric nonlinear nature. Although considerable progress has been made over the last 20 years in the analysis of driven piles in clays, the analysis and design of piles in sand is sti作者: 火車車輪 時間: 2025-3-25 10:02 作者: 莎草 時間: 2025-3-25 14:39 作者: ordain 時間: 2025-3-25 15:51
http://image.papertrans.cn/c/image/222691.jpg作者: 執(zhí) 時間: 2025-3-25 20:49
https://doi.org/10.1007/978-94-015-9596-4Fundament; applied mechanics; geotechnical engineering; mechanical engineering; mechanics; mining; rock me作者: 蘆筍 時間: 2025-3-26 00:37 作者: 反復拉緊 時間: 2025-3-26 06:52 作者: ironic 時間: 2025-3-26 10:54 作者: 運動性 時間: 2025-3-26 14:05 作者: intimate 時間: 2025-3-26 17:22
https://doi.org/10.1007/978-3-8349-9701-2models. Although critical state models are widely used in soil mechanics, other types of plasticity models have also been used to describe the non-linear stress-strain behaviour of soil and rock. For this reason, this chapter describes some additional solutions for cavity problems in elastic-plastic strain hardening/softening soils and rocks.作者: fertilizer 時間: 2025-3-26 23:51 作者: 觀察 時間: 2025-3-27 03:02
https://doi.org/10.1007/978-3-8349-9724-1 (i.e. unlined tunnels), completely removes the initial stresses which existed in the area of tunnelling or excavations, Figure 10.1. Therefore, it may be reasonable to assume that the action of tunnelling and underground excavation can be modelled by the unloading of a cavity from the . stress state.作者: Exonerate 時間: 2025-3-27 09:14
https://doi.org/10.1007/978-3-8349-9724-1ue of lost equipment and time arising directly from wellbore instability, but no one would dispute estimates of over $500 millions per year worldwide (Dusseault, 1994). Better analysis and prediction methods for wellbore instability will definitely help reduce the costs associated with the wellbore breakout and instability problems.作者: 符合你規(guī)定 時間: 2025-3-27 11:21
Book 2000hough it is intended primarily as a reference bookfor civil, mining, and petroleum engineers who are interested incavity expansion methods, the solutions presented in the book willalso be of interest to students and researchers in the fields ofapplied mechanics and mechanical engineering.作者: FUSC 時間: 2025-3-27 14:13
ence:. Although it is intended primarily as a reference bookfor civil, mining, and petroleum engineers who are interested incavity expansion methods, the solutions presented in the book willalso be of interest to students and researchers in the fields ofapplied mechanics and mechanical engineering.978-90-481-4023-7978-94-015-9596-4作者: ABASH 時間: 2025-3-27 18:55
Introductionand contraction of cylindrical or spherical cavities. Cavity expansion in soil or rock is a fundamental problem in theoretical geomechanics primarily because it provides a useful and simple tool for modelling many complex geotechnical problems.作者: Genteel 時間: 2025-3-28 00:24 作者: growth-factor 時間: 2025-3-28 02:28 作者: NATAL 時間: 2025-3-28 06:48
Time-Dependent Solutionsve models based on visco-elasticity and visco-plasticity have been applied to tunnel problems. As far as soil mechanics is concerned, studies have been carried out on the pore pressure changes around a driven pile and an excavated tunnel in soils. This chapter will concentrate on the solutions with 作者: 滔滔不絕地說 時間: 2025-3-28 12:24 作者: Graphite 時間: 2025-3-28 14:55 作者: 是限制 時間: 2025-3-28 21:17 作者: 暴行 時間: 2025-3-28 23:42 作者: ostrish 時間: 2025-3-29 04:21
