عنوان

Advances in numerical methods in geotechnical engineering :

شابک

3030019268

شابک

3030019276

شابک

9783030019266

شابک

9783030019273

شابک اشتباه

303001925X

شابک اشتباه

9783030019259

عنوان اصلي

Advances in numerical methods in geotechnical engineering :

نام عام مواد

[Book]

ساير اطلاعات عنواني

proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 -- The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) /

نام نخستين پديدآور

Hany Shehata, Chandrakant S. Desai, editors.

محل نشرو پخش و غیره

Cham, Switzerland :

نام ناشر، پخش کننده و غيره

Springer,

تاریخ نشرو بخش و غیره

[2019]

نام خاص و کميت اثر

1 online resource

عنوان فروست

Sustainable civil infrastructures

متن يادداشت

Includes bibliographical references and index.

متن يادداشت

Intro; Contents; About the Editors; Constitutive Modeling of Geologic Materials and Interfaces: Significant for Geomechanics; Abstract; 1 Intruduction; 1.1 Objectives and Scope; 2 Constitutive Modeling- Brief History; 2.1 Hierarchical Single Surface (HISS) Plasticity; 2.2 Discontinuous Materials; 3 Disturbed State Concept (Dsc); 3.1 From Measurements, for Example; 3.2 Mathematical Expression for D; 3.3 DSC Equations; 3.4 Parameters; 4 Contacts: Interfaces and Joints; 4.1 Comments; 4.2 Validations and Applications; 4.3 Lime-Stabilized Collapsible Loess; 4.4 Overconsolidated Clays.

متن يادداشت

2 Theoretical Background2.1 The Hypoplastic Material Model for Granular Materials; 2.2 The MMALE Numerical Approach; 2.3 Pile-Soil Interaction; 3 Numerical Model; 3.1 Description of the Model; 3.2 Validation Against Experimental Results; 3.3 Parametric Study; 4 Conclusions; Acknowledgments; References; Critical State Theory for Sand with Fines: A DEM Perspective; Abstract; 1 Introduction; 2 Methodology; 2.1 DEM Testing Program; 2.2 Contact Model and Input Parameters; 2.3 Numerical Stability of DEM Simulation; 3 Results; 3.1 Critical State Line for Sand with Fines Soils.

متن يادداشت

3.2 Critical State Line (CSL) Projecting Soil Behaviour3.3 Equivalent Granular Void Ratio e*; 3.4 Evaluation of the use of e*; 4 Conclusions; Acknowledgements; References; Modelling the Liquefaction Behaviour of Sydney Sand and the Link Between Static and Cyclic Instability; Abstract; 1 Introduction; 2 Materials; 3 Model Formulations and Calibrations; 3.1 Model Yield Function and Incremental Formulations; 3.2 Elastic Modulus; 3.3 Plastic Modulus; 3.4 Dilatancy; 3.5 Critical State Behaviour; 4 Results and Model Validations; 5 Conclusions; References.

متن يادداشت

4.5 Sand-Steel Interfaces with Effect of Roughness4.6 Polymer Concrete-Sand Interfaces; 4.7 Softening and Volumetric Behavior of Rocks; 4.8 Liquefaction Analysis Using the DSC; 4.9 Dynamics of Laterally Loaded Piles; 4.10 Liquefaction Potential and Disturbance; 5 Conclusions; References; How to Improve Exchanges Between Academic Knowledge and Daily Practice?; Abstract; 1 Introduction; 2 Conclusions; Acknowledgments; References; Numerical Investigation of the Frequency Influence on Soil Characteristics During Vibratory Driving of Tubular Piles; Abstract; 1 Introduction.

متن يادداشت

Stability and Reliability Analysis of the Slope of Haiqar Dam Supports Using Key Groups MethodAbstract; 1 Introduction; 2 Materials and Methods; 2.1 Topographical Features of Haiqer Dam; 2.2 Stability Analysis and Reliability of Slope of Walls and Abutments of Haiqer Dam; 2.2.1 Geometric-Geotechnical Modeling of Abutments of Haiqer Dam; 2.2.2 Determining Statistically Homogeneous Areas (The Structure); 2.2.3 Structural Factors; 2.2.4 Joints Logging; 2.2.5 Platting and Classification of Fractures; 2.3 Statistical Analysis of Fractures.

بدون عنوان

0

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

متن يادداشت

This volume deals with numerical simulation of coupled problems in soil mechanics and foundations. It contains analysis of both shallow and deep foundations. Several nonlinear problems are considered including, soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analyses together with stability analysis are also included. Several numerical models of dams are considered together with coupled problems in soil mechanics and foundations. It gives wide range of modeling soil in different parts of the world. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 - The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).

منبع سفارش / آدرس اشتراک

Springer Nature

شماره انبار

com.springer.onix.9783030019266

عنوان

Advances in Numerical Methods in Geotechnical Engineering.

شماره استاندارد بين المللي کتاب و موسيقي

9783030019259

موضوع مستند نشده

Earth sciences.

موضوع مستند نشده

Engineering design.

موضوع مستند نشده

Engineering geology.

موضوع مستند نشده

Foundations.

موضوع مستند نشده

Geotechnical engineering.

موضوع مستند نشده

Civil engineering, surveying & building.

موضوع مستند نشده

Earth sciences.

موضوع مستند نشده

Economic geology.

موضوع مستند نشده

Engineering design.

موضوع مستند نشده

Engineering geology.

موضوع مستند نشده

Foundations.

موضوع مستند نشده

Geotechnical engineering.

موضوع مستند نشده

Numerical analysis.

موضوع مستند نشده

TECHNOLOGY & ENGINEERING-- Civil-- General.

موضوع مستند نشده

RB

موضوع مستند نشده

RBGL

موضوع مستند نشده

TEC-- 009020

شماره

ويراست

شماره رده

نشانه اثر

مستند نام اشخاص تاييد نشده

Desai, C. S., (Chandrakant S.),1936-

مستند نام اشخاص تاييد نشده

Shehata, Hany Farouk

مستند نام تنالگان تاييد نشده

GeoMEast International Congress and Exhibition(2nd :2018 :, Cairo, Egypt)

تاريخ عمليات

20200823073608.0

قواعد فهرست نويسي ( بخش توصيفي )

pn

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y