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Holistic simulation of geotechnical ...

Triantafyllidis, Theodoros.

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Holistic simulation of geotechnical installation processes = theoretical results and applications /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Holistic simulation of geotechnical installation processes/ edited by Theodoros Triantafyllidis.
Reminder of title:	theoretical results and applications /
other author:	Triantafyllidis, Theodoros.
Published:	Cham :Springer International Publishing : : 2017.,
Description:	viii, 363 p. :ill. (some col.), digital ;24 cm.
[NT 15003449]:	Adaptive management evaluation of the SQBRC excavation -- Stress paths on displacement piles during monotonic and cyclic penetration -- Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes -- Experimental investigation of vibratory pile driving in saturated sand -- FE simulation of model tests on vibratory pile driving in saturated sand. - Some aspects of the boundary value problems for the cyclic deformation of soil -- Computer aided calibration, benchmarking and check-up of constitutive models for soils -- Simulation of cyclic loading conditions within fluid-saturated granular media -- Strategies to apply soil models directly as friction laws in soil structure interactions -- A zero elastic range hypoplasticity model for sand -- Cyclic response of natural onsoy clay -- Numerical investigations of the effects of dynamic construction processes on deep excavation walls -- Total and quasi-elastic strains due to monotonous and low-cycle loading by means of experimental and numerical element tests -- Constitutive model for viscous clays under the ISA framework -- Evaluating the performance of an ISA-hypoplasticity constitutive model on problems with repetitive loading.
Contained By:	Springer eBooks
Subject:	Geotechnical engineering. -
Online resource:	http://dx.doi.org/10.1007/978-3-319-52590-7
ISBN:	9783319525907

Holistic simulation of geotechnical installation processes = theoretical results and applications /
Holistic simulation of geotechnical installation processestheoretical results and applications /[electronic resource] :edited by Theodoros Triantafyllidis. - Cham :Springer International Publishing :2017. - viii, 363 p. :ill. (some col.), digital ;24 cm. - Lecture notes in applied and computational mechanics,v.821613-7736 ;. - Lecture notes in applied and computational mechanics ;v.82..

Adaptive management evaluation of the SQBRC excavation -- Stress paths on displacement piles during monotonic and cyclic penetration -- Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes -- Experimental investigation of vibratory pile driving in saturated sand -- FE simulation of model tests on vibratory pile driving in saturated sand. - Some aspects of the boundary value problems for the cyclic deformation of soil -- Computer aided calibration, benchmarking and check-up of constitutive models for soils -- Simulation of cyclic loading conditions within fluid-saturated granular media -- Strategies to apply soil models directly as friction laws in soil structure interactions -- A zero elastic range hypoplasticity model for sand -- Cyclic response of natural onsoy clay -- Numerical investigations of the effects of dynamic construction processes on deep excavation walls -- Total and quasi-elastic strains due to monotonous and low-cycle loading by means of experimental and numerical element tests -- Constitutive model for viscous clays under the ISA framework -- Evaluating the performance of an ISA-hypoplasticity constitutive model on problems with repetitive loading.

This book provides recent developments and improvements in the modeling as well as application examples and is a complementary work to the previous Lecture Notes Vols. 77 and 80. It summarizes the fundamental work from scientists dealing with the development of constitutive models for soils, especially cyclic loading with special attention to the numerical implementation. In this volume the neo-hypoplasticity and the ISA (intergranular strain anisotropy) model in their extended version are presented. Furthermore, new contact elements with non-linear constitutive material laws and examples for their applications are given. Comparisons between the experimental and the numerical results show the effectiveness and the drawbacks and provide a useful and comprehensive pool for all the constitutive model developers and scientists in geotechnical engineering, who like to prove the soundness of new approaches.

ISBN: 9783319525907

Standard No.: 10.1007/978-3-319-52590-7doiSubjects--Topical Terms:

2058689
Geotechnical engineering.

LC Class. No.: TA705 / .H63 2017

Dewey Class. No.: 624.15

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505 0 $a Adaptive management evaluation of the SQBRC excavation -- Stress paths on displacement piles during monotonic and cyclic penetration -- Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes -- Experimental investigation of vibratory pile driving in saturated sand -- FE simulation of model tests on vibratory pile driving in saturated sand. - Some aspects of the boundary value problems for the cyclic deformation of soil -- Computer aided calibration, benchmarking and check-up of constitutive models for soils -- Simulation of cyclic loading conditions within fluid-saturated granular media -- Strategies to apply soil models directly as friction laws in soil structure interactions -- A zero elastic range hypoplasticity model for sand -- Cyclic response of natural onsoy clay -- Numerical investigations of the effects of dynamic construction processes on deep excavation walls -- Total and quasi-elastic strains due to monotonous and low-cycle loading by means of experimental and numerical element tests -- Constitutive model for viscous clays under the ISA framework -- Evaluating the performance of an ISA-hypoplasticity constitutive model on problems with repetitive loading.
520 $a This book provides recent developments and improvements in the modeling as well as application examples and is a complementary work to the previous Lecture Notes Vols. 77 and 80. It summarizes the fundamental work from scientists dealing with the development of constitutive models for soils, especially cyclic loading with special attention to the numerical implementation. In this volume the neo-hypoplasticity and the ISA (intergranular strain anisotropy) model in their extended version are presented. Furthermore, new contact elements with non-linear constitutive material laws and examples for their applications are given. Comparisons between the experimental and the numerical results show the effectiveness and the drawbacks and provide a useful and comprehensive pool for all the constitutive model developers and scientists in geotechnical engineering, who like to prove the soundness of new approaches.
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