Experimental, Analytical and Numerical Investigations of Excavations in Normally Consolidated Soft Soils - Berhaine Gebreselassie (Schriftenreihe Geotechnik Universität Kassel Heft 14)
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Experimental, Analytical and Numerical Investigations of Excavations in Normally Consolidated Soft Soils (2004)
EN PB NW FEISBN: 9783899585223 bzw. 3899585224, in Englisch, 400 Seiten, Kassel University Press, Taschenbuch, neu, Erstausgabe.
Lieferung aus: Deutschland, Gewöhnlich versandfertig in 24 Stunden, Versandkostenfrei. Tatsächliche Versandkosten können abweichen.
Von Händler/Antiquariat, kassel university press.
Geotechnical design and execution of excavations in very soft cohesive soils are usually associated with substantial difficulties. In particular, in urban areas deformations due to excavations may often lead to a substantial damage to the nearby structures. The work deals comprehensively with the computational methods of such excavations. It begins with a review of the state of the art of the design and construction principles of excavations and the material behaviour of soft soils. An important question in the computation of excavations in soft soils is whether the drained or undrained conditions govern the situation. An attempt has been made to find out a reason on the basis of theoretical soil mechanics and extensive experimental results from the literature that preferentially the drained condition may govern the performance of an excavations in soft soils. This is verified among other with the stress paths at different points in the excavation in combination with consolidation theory and it is made transparent using an extensive comparative computations and parameter studies. The numerous laboratory tests conducted and the documented results in this work, namely drained and undrained, standard and stress path dependant triaxial tests under isotropic and anisotropic consolidation conditions, and one-dimensional, isotropic and anisotropic compression tests on normally consolidated lacustrine soft soil, essentially fill the gab of information, which are seldom available for the design and execution of excavations in very difficulty soil types in such a compressed and an abundance form. From the test results, the soil parameters are derived for the numeric computations and they are validated nu-merically based on the laboratory test results. With the help of an evaluation matrix, it was possible to sort out the degree of the effect of each material parameter and the extent in which these influences may be considered in an excavation computations... Taschenbuch, Ausgabe: 1., Aufl. Label: Kassel University Press, Kassel University Press, Produktgruppe: Book, Publiziert: 2004-01-26, Studio: Kassel University Press.
Von Händler/Antiquariat, kassel university press.
Geotechnical design and execution of excavations in very soft cohesive soils are usually associated with substantial difficulties. In particular, in urban areas deformations due to excavations may often lead to a substantial damage to the nearby structures. The work deals comprehensively with the computational methods of such excavations. It begins with a review of the state of the art of the design and construction principles of excavations and the material behaviour of soft soils. An important question in the computation of excavations in soft soils is whether the drained or undrained conditions govern the situation. An attempt has been made to find out a reason on the basis of theoretical soil mechanics and extensive experimental results from the literature that preferentially the drained condition may govern the performance of an excavations in soft soils. This is verified among other with the stress paths at different points in the excavation in combination with consolidation theory and it is made transparent using an extensive comparative computations and parameter studies. The numerous laboratory tests conducted and the documented results in this work, namely drained and undrained, standard and stress path dependant triaxial tests under isotropic and anisotropic consolidation conditions, and one-dimensional, isotropic and anisotropic compression tests on normally consolidated lacustrine soft soil, essentially fill the gab of information, which are seldom available for the design and execution of excavations in very difficulty soil types in such a compressed and an abundance form. From the test results, the soil parameters are derived for the numeric computations and they are validated nu-merically based on the laboratory test results. With the help of an evaluation matrix, it was possible to sort out the degree of the effect of each material parameter and the extent in which these influences may be considered in an excavation computations... Taschenbuch, Ausgabe: 1., Aufl. Label: Kassel University Press, Kassel University Press, Produktgruppe: Book, Publiziert: 2004-01-26, Studio: Kassel University Press.
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Experimental, Analytical and Numerical Investigations of Excavations in Normally Consolidated Soft Soils (2004)
EN PB US FEISBN: 9783899585223 bzw. 3899585224, in Englisch, 400 Seiten, Kassel University Press, Taschenbuch, gebraucht, Erstausgabe.
Lieferung aus: Deutschland, Versandfertig in 1 - 2 Werktagen, Tatsächliche Versandkosten können abweichen.
Von Händler/Antiquariat, Buchhesse.
Geotechnical design and execution of excavations in very soft cohesive soils are usually associated with substantial difficulties. In particular, in urban areas deformations due to excavations may often lead to a substantial damage to the nearby structures. The work deals comprehensively with the computational methods of such excavations. It begins with a review of the state of the art of the design and construction principles of excavations and the material behaviour of soft soils. An important question in the computation of excavations in soft soils is whether the drained or undrained conditions govern the situation. An attempt has been made to find out a reason on the basis of theoretical soil mechanics and extensive experimental results from the literature that preferentially the drained condition may govern the performance of an excavations in soft soils. This is verified among other with the stress paths at different points in the excavation in combination with consolidation theory and it is made transparent using an extensive comparative computations and parameter studies. The numerous laboratory tests conducted and the documented results in this work, namely drained and undrained, standard and stress path dependant triaxial tests under isotropic and anisotropic consolidation conditions, and one-dimensional, isotropic and anisotropic compression tests on normally consolidated lacustrine soft soil, essentially fill the gab of information, which are seldom available for the design and execution of excavations in very difficulty soil types in such a compressed and an abundance form. From the test results, the soil parameters are derived for the numeric computations and they are validated nu-merically based on the laboratory test results. With the help of an evaluation matrix, it was possible to sort out the degree of the effect of each material parameter and the extent in which these influences may be considered in an excavation computations... Taschenbuch, Ausgabe: 1., Aufl. Label: Kassel University Press, Kassel University Press, Produktgruppe: Book, Publiziert: 2004-01-26, Studio: Kassel University Press.
Von Händler/Antiquariat, Buchhesse.
Geotechnical design and execution of excavations in very soft cohesive soils are usually associated with substantial difficulties. In particular, in urban areas deformations due to excavations may often lead to a substantial damage to the nearby structures. The work deals comprehensively with the computational methods of such excavations. It begins with a review of the state of the art of the design and construction principles of excavations and the material behaviour of soft soils. An important question in the computation of excavations in soft soils is whether the drained or undrained conditions govern the situation. An attempt has been made to find out a reason on the basis of theoretical soil mechanics and extensive experimental results from the literature that preferentially the drained condition may govern the performance of an excavations in soft soils. This is verified among other with the stress paths at different points in the excavation in combination with consolidation theory and it is made transparent using an extensive comparative computations and parameter studies. The numerous laboratory tests conducted and the documented results in this work, namely drained and undrained, standard and stress path dependant triaxial tests under isotropic and anisotropic consolidation conditions, and one-dimensional, isotropic and anisotropic compression tests on normally consolidated lacustrine soft soil, essentially fill the gab of information, which are seldom available for the design and execution of excavations in very difficulty soil types in such a compressed and an abundance form. From the test results, the soil parameters are derived for the numeric computations and they are validated nu-merically based on the laboratory test results. With the help of an evaluation matrix, it was possible to sort out the degree of the effect of each material parameter and the extent in which these influences may be considered in an excavation computations... Taschenbuch, Ausgabe: 1., Aufl. Label: Kassel University Press, Kassel University Press, Produktgruppe: Book, Publiziert: 2004-01-26, Studio: Kassel University Press.
3
Experimental, Analytical and Numerical Investigations of Excavations in Normally Consolidated Soft Soils - Berhaine Gebreselassie (Schriftenreihe Geotechnik Universität Kassel Heft 14) (2003)
DE USISBN: 9783899585223 bzw. 3899585224, Band: 14, in Deutsch, Eigenverlag, gebraucht.
Von Händler/Antiquariat, Gerald Wollermann [56128708], Bad Vilbel, Germany.
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
4
Experimental, Analytical and Numerical Investigations of Excavations in Normally Consolidated Soft Soils - Berhaine Gebreselassie (Schriftenreihe Geotechnik Universität Kassel Heft 14) (2003)
DE HC USISBN: 9783899585223 bzw. 3899585224, Band: 14, in Deutsch, Eigenverlag, gebundenes Buch, gebraucht.
Lieferung aus: Deutschland, Versandkosten nach: Deutschland.
Von Händler/Antiquariat, Buchhesse, [4235759].
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
Von Händler/Antiquariat, Buchhesse, [4235759].
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
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