_version_ 1826470142170628096
author Flores-Berrones, Raul, contributor 635608
Lopez-Acosta, Norma Patricia, contributor 635609
Ural, Nazile, contributor 635610
Stavrou, Anastasios, contributor 635611
Vazaios, Ioannis, contributor 635612
Murphy, William, contributor 562344
Vlachopoulos, Nicholas, contributor 635627
Ng, Cheuklun, contributor 635613
Paraskevopoulou, Chrysothemis, contributor 635614
Shaw, Nicholas, contributor 635615
Sattler, Tanja, contributor 635616
Royal, A. C. D., contributor 635617
Opukumo, A. W., contributor 635618
Qadr, C. S., contributor 635619
Perkins, L. M., contributor 635620
Walenna, M. A., contributor 635621
Ghafar, A. Nejad, contributor 635622
Akbar, S. Ali, contributor 635623
Al-Naddaf, M., contributor 635624
Draganovic, A., contributor 635625
Larsson, S., contributor 635626
author_facet Flores-Berrones, Raul, contributor 635608
Lopez-Acosta, Norma Patricia, contributor 635609
Ural, Nazile, contributor 635610
Stavrou, Anastasios, contributor 635611
Vazaios, Ioannis, contributor 635612
Murphy, William, contributor 562344
Vlachopoulos, Nicholas, contributor 635627
Ng, Cheuklun, contributor 635613
Paraskevopoulou, Chrysothemis, contributor 635614
Shaw, Nicholas, contributor 635615
Sattler, Tanja, contributor 635616
Royal, A. C. D., contributor 635617
Opukumo, A. W., contributor 635618
Qadr, C. S., contributor 635619
Perkins, L. M., contributor 635620
Walenna, M. A., contributor 635621
Ghafar, A. Nejad, contributor 635622
Akbar, S. Ali, contributor 635623
Al-Naddaf, M., contributor 635624
Draganovic, A., contributor 635625
Larsson, S., contributor 635626
author_sort Flores-Berrones, Raul, contributor 635608
collection OCEAN
description About a century later, the field of geotechnical engineering is still considered relatively young and full of wonders about the growing challenges upfront. The geotechnical engineering profession is challenged by increasing civil material consumption and aging infra-structures to meet the growing population worldwide in the coming century. Geological studies play a key role in the early stages of analysis. Its objective is to know the quality and characteristics of the materials, mainly of the areas where the dam is to be constructed. However, these studies must continue at the preliminary stage, project, and throughout the construction of the work. Some examples of geological investigations can be geological and geotechnical cartography, exploratory excavations (trenches, galleries, or tunnels), and identification of rock mass discontinuities and their geomechanical classification. Geo-material strength characterization is one of the most important yet challenging components in civil engineering projects. The future requires characterization extending to boarder range of materials such as municipal waste, gas hydrates, and soils from extreme off-shore recovery. Geo-material shear strength indicates the ability of the ground to withstand alteration in stresses, and very likely required to deal with great variability that the in-situ structure and fabric inherited from the natural depositional process. The participation of the geotechnical engineer is indispensable in the different stages of the construction of dams, in particular, to verify that the materials and activities correspond to the design and planning of the work. Special care should be taken in the construction of structures that cross the dam, for example, the spillways and intake structure, among others.
first_indexed 2024-03-05T16:43:48Z
format text
id KOHA-OAI-TEST:592762
institution Universiti Teknologi Malaysia - OCEAN
language eng
last_indexed 2024-04-09T03:42:02Z
publishDate 2020
publisher United Kingdom : Auris Reference Limited,
record_format dspace
spelling KOHA-OAI-TEST:5927622024-03-18T07:00:31ZGEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS / Flores-Berrones, Raul, contributor 635608 Lopez-Acosta, Norma Patricia, contributor 635609 Ural, Nazile, contributor 635610 Stavrou, Anastasios, contributor 635611 Vazaios, Ioannis, contributor 635612 Murphy, William, contributor 562344 Vlachopoulos, Nicholas, contributor 635627 Ng, Cheuklun, contributor 635613 Paraskevopoulou, Chrysothemis, contributor 635614 Shaw, Nicholas, contributor 635615 Sattler, Tanja, contributor 635616 Royal, A. C. D., contributor 635617 Opukumo, A. W., contributor 635618 Qadr, C. S., contributor 635619 Perkins, L. M., contributor 635620 Walenna, M. A., contributor 635621 Ghafar, A. Nejad, contributor 635622 Akbar, S. Ali, contributor 635623 Al-Naddaf, M., contributor 635624 Draganovic, A., contributor 635625 Larsson, S., contributor 635626 textUnited Kingdom : Auris Reference Limited,Copyright 20202020engAbout a century later, the field of geotechnical engineering is still considered relatively young and full of wonders about the growing challenges upfront. The geotechnical engineering profession is challenged by increasing civil material consumption and aging infra-structures to meet the growing population worldwide in the coming century. Geological studies play a key role in the early stages of analysis. Its objective is to know the quality and characteristics of the materials, mainly of the areas where the dam is to be constructed. However, these studies must continue at the preliminary stage, project, and throughout the construction of the work. Some examples of geological investigations can be geological and geotechnical cartography, exploratory excavations (trenches, galleries, or tunnels), and identification of rock mass discontinuities and their geomechanical classification. Geo-material strength characterization is one of the most important yet challenging components in civil engineering projects. The future requires characterization extending to boarder range of materials such as municipal waste, gas hydrates, and soils from extreme off-shore recovery. Geo-material shear strength indicates the ability of the ground to withstand alteration in stresses, and very likely required to deal with great variability that the in-situ structure and fabric inherited from the natural depositional process. The participation of the geotechnical engineer is indispensable in the different stages of the construction of dams, in particular, to verify that the materials and activities correspond to the design and planning of the work. Special care should be taken in the construction of structures that cross the dam, for example, the spillways and intake structure, among others.Includes bibliographical references and indexAbout a century later, the field of geotechnical engineering is still considered relatively young and full of wonders about the growing challenges upfront. The geotechnical engineering profession is challenged by increasing civil material consumption and aging infra-structures to meet the growing population worldwide in the coming century. Geological studies play a key role in the early stages of analysis. Its objective is to know the quality and characteristics of the materials, mainly of the areas where the dam is to be constructed. However, these studies must continue at the preliminary stage, project, and throughout the construction of the work. Some examples of geological investigations can be geological and geotechnical cartography, exploratory excavations (trenches, galleries, or tunnels), and identification of rock mass discontinuities and their geomechanical classification. Geo-material strength characterization is one of the most important yet challenging components in civil engineering projects. The future requires characterization extending to boarder range of materials such as municipal waste, gas hydrates, and soils from extreme off-shore recovery. Geo-material shear strength indicates the ability of the ground to withstand alteration in stresses, and very likely required to deal with great variability that the in-situ structure and fabric inherited from the natural depositional process. The participation of the geotechnical engineer is indispensable in the different stages of the construction of dams, in particular, to verify that the materials and activities correspond to the design and planning of the work. Special care should be taken in the construction of structures that cross the dam, for example, the spillways and intake structure, among others.Geotechnical engineeringSoil mechanicsURN:ISBN:9781788027526
spellingShingle Geotechnical engineering
Soil mechanics
Flores-Berrones, Raul, contributor 635608
Lopez-Acosta, Norma Patricia, contributor 635609
Ural, Nazile, contributor 635610
Stavrou, Anastasios, contributor 635611
Vazaios, Ioannis, contributor 635612
Murphy, William, contributor 562344
Vlachopoulos, Nicholas, contributor 635627
Ng, Cheuklun, contributor 635613
Paraskevopoulou, Chrysothemis, contributor 635614
Shaw, Nicholas, contributor 635615
Sattler, Tanja, contributor 635616
Royal, A. C. D., contributor 635617
Opukumo, A. W., contributor 635618
Qadr, C. S., contributor 635619
Perkins, L. M., contributor 635620
Walenna, M. A., contributor 635621
Ghafar, A. Nejad, contributor 635622
Akbar, S. Ali, contributor 635623
Al-Naddaf, M., contributor 635624
Draganovic, A., contributor 635625
Larsson, S., contributor 635626
GEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS /
title GEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS /
title_full GEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS /
title_fullStr GEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS /
title_full_unstemmed GEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS /
title_short GEOTECHNICAL ENGINEERING : UNSATURATED AND SATURATED SOILS /
title_sort geotechnical engineering unsaturated and saturated soils
topic Geotechnical engineering
Soil mechanics
work_keys_str_mv AT floresberronesraulcontributor635608 geotechnicalengineeringunsaturatedandsaturatedsoils
AT lopezacostanormapatriciacontributor635609 geotechnicalengineeringunsaturatedandsaturatedsoils
AT uralnazilecontributor635610 geotechnicalengineeringunsaturatedandsaturatedsoils
AT stavrouanastasioscontributor635611 geotechnicalengineeringunsaturatedandsaturatedsoils
AT vazaiosioanniscontributor635612 geotechnicalengineeringunsaturatedandsaturatedsoils
AT murphywilliamcontributor562344 geotechnicalengineeringunsaturatedandsaturatedsoils
AT vlachopoulosnicholascontributor635627 geotechnicalengineeringunsaturatedandsaturatedsoils
AT ngcheukluncontributor635613 geotechnicalengineeringunsaturatedandsaturatedsoils
AT paraskevopoulouchrysothemiscontributor635614 geotechnicalengineeringunsaturatedandsaturatedsoils
AT shawnicholascontributor635615 geotechnicalengineeringunsaturatedandsaturatedsoils
AT sattlertanjacontributor635616 geotechnicalengineeringunsaturatedandsaturatedsoils
AT royalacdcontributor635617 geotechnicalengineeringunsaturatedandsaturatedsoils
AT opukumoawcontributor635618 geotechnicalengineeringunsaturatedandsaturatedsoils
AT qadrcscontributor635619 geotechnicalengineeringunsaturatedandsaturatedsoils
AT perkinslmcontributor635620 geotechnicalengineeringunsaturatedandsaturatedsoils
AT walennamacontributor635621 geotechnicalengineeringunsaturatedandsaturatedsoils
AT ghafaranejadcontributor635622 geotechnicalengineeringunsaturatedandsaturatedsoils
AT akbarsalicontributor635623 geotechnicalengineeringunsaturatedandsaturatedsoils
AT alnaddafmcontributor635624 geotechnicalengineeringunsaturatedandsaturatedsoils
AT draganovicacontributor635625 geotechnicalengineeringunsaturatedandsaturatedsoils
AT larssonscontributor635626 geotechnicalengineeringunsaturatedandsaturatedsoils