عنوان

Modelling of soil behaviour with hypoplasticity :

شابک

3030039765

شابک

9783030039769

شابک اشتباه

3030039757

شابک اشتباه

9783030039752

عنوان اصلي

Modelling of soil behaviour with hypoplasticity :

نام عام مواد

[Book]

ساير اطلاعات عنواني

another approach to soil constitutive modelling /

نام نخستين پديدآور

David Mašín.

محل نشرو پخش و غیره

Cham, Switzerland :

نام ناشر، پخش کننده و غيره

Springer,

تاریخ نشرو بخش و غیره

[2019]

تاریخ نشرو بخش و غیره

©2019

نام خاص و کميت اثر

1 online resource (xiii, 192 pages) :

ساير جزييات

illustrations

عنوان فروست

Springer Series in Geomechanics and Geoengineering,

شاپا ي ISSN فروست

1866-8763

متن يادداشت

Includes bibliographical references.

متن يادداشت

Introduction -- Soil mechanical behaviour and its modelling -- Simple scalar and vectorial hypoplastic models -- Tensorial hypoplastic models -- Hypoplastic model for sand -- Hypoplastic model for clay -- Advanced modelling approaches -- Concluding remarks.

بدون عنوان

0

متن يادداشت

This book explains the hypoplastic modelling framework. It is divided into two parts, the first of which is devoted to principles of hypoplasticity. First, the basic features of soil's mechanical behaviour are introduced, namely non-linearity and asymptotic properties. These features are then incorporated into simple one-dimensional hypoplastic equations for compression and shear. Subsequently, a hypoplastic equivalent of the Modified Cam-Clay model is developed in 2D space using stress and strain invariants to demonstrate key similarities and differences between elasto-plastic and hypoplastic formulations. Lastly, the mathematical structure of hypoplastic models is explained by tracing their historical development, from the early trial-and-error models to more recent approaches. In turn, Part II introduces specific hypoplastic models for soils. First, two reference models for sand and clay are defined. After summarising their mathematical formulations, calibration procedures are described and discussed. Subsequently, more advanced modelling approaches are covered: the intergranular strain concept incorporating the effects of small strain stiffness and cyclic loading, viscohypoplasticity for predicting rate effects, soil structure to represent structured and bonded materials and soil anisotropy. The book concludes with a description of partial saturation and thermal effects: topics that are increasingly important to the disciplines of energy and environmental geotechnics. Selecting a constitutive model and its parameters is often the most important and yet challenging part of any numerical analysis in geotechnical engineering. Hypoplasticity involves a specific class of soil constitutive models, which are described in detail here. The book offers an essential resource, both for model users who need a more advanced model for their geotechnical calculations and are mainly interested in parameter calibration procedures, and for model developers who are seeking a comprehensive understanding of the mathematical structure of hypoplasticity.

منبع سفارش / آدرس اشتراک

Springer Nature

شماره انبار

com.springer.onix.9783030039769

عنوان

Modelling of soil behaviour with hypoplasticity.

شماره استاندارد بين المللي کتاب و موسيقي

3030039757

موضوع مستند نشده

Soil mechanics-- Mathematical models.

موضوع مستند نشده

Soil mechanics-- Mathematical models.

موضوع مستند نشده

TECHNOLOGY & ENGINEERING-- Civil-- General.

موضوع مستند نشده

RBGK

موضوع مستند نشده

RBP

موضوع مستند نشده

RBP

موضوع مستند نشده

TEC-- 009020

شماره

ويراست

شماره رده

مستند نام اشخاص تاييد نشده

Mašín, David

تاريخ عمليات

20200823080023.0

قواعد فهرست نويسي ( بخش توصيفي )

pn

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y