Titlebook: Cavity Expansion Methods in Geomechanics; Hai-Sui Yu Book 2000 Hai-Sui Yu 2000 Fundament.applied mechanics.geotechnical engineering.mechan

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观察

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.

Exonerate

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.

符合你规定

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.

FUSC

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

ABASH

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.

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NATAL

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

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