書目名稱Numerical Modeling of Soil Constitutive Relationship影響因子(影響力)學(xué)科排名
書目名稱Numerical Modeling of Soil Constitutive Relationship網(wǎng)絡(luò)公開(kāi)度
書目名稱Numerical Modeling of Soil Constitutive Relationship網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書目名稱Numerical Modeling of Soil Constitutive Relationship被引頻次
書目名稱Numerical Modeling of Soil Constitutive Relationship被引頻次學(xué)科排名
書目名稱Numerical Modeling of Soil Constitutive Relationship年度引用
書目名稱Numerical Modeling of Soil Constitutive Relationship年度引用學(xué)科排名
書目名稱Numerical Modeling of Soil Constitutive Relationship讀者反饋
書目名稱Numerical Modeling of Soil Constitutive Relationship讀者反饋學(xué)科排名
作者: 蛛絲 時(shí)間: 2025-3-21 21:58 作者: Loathe 時(shí)間: 2025-3-22 04:24 作者: Medley 時(shí)間: 2025-3-22 07:29 作者: Flirtatious 時(shí)間: 2025-3-22 09:50
https://doi.org/10.1007/978-981-16-3231-0Numerical Modeling; Soil Mechanics; Constitutive Relationship; Stress Path; Stress Strain Curved Surface作者: Decimate 時(shí)間: 2025-3-22 14:17 作者: FIG 時(shí)間: 2025-3-22 19:37
The Constitutive Relationship of Rock and Soil and Its Influencing Factors,–strain and time, which are called constitutive relations. This chapter lists some relationships which have been widely and successfully applied in geotechnical engineering. We first discuss some basic concepts that are applicable to any material.作者: Herbivorous 時(shí)間: 2025-3-23 00:42
triaxial compression test data of expansive soil, sand and c.This book adopts numerical method to model soil constitutive relationship while it abandons the traditional idea of looking for plastic potential as the only way to model. Firstly, the triaxial compression tests of expansive soil, sand and作者: insightful 時(shí)間: 2025-3-23 04:53
Numerical Modeling Methods,ia, non-linear material properties, in-situ stress conditions, spatial and temporal variations of material properties, and the arbitrariness of geometric shapes, discontinuities, and some other complex problems caused by geological features, this method cannot produce real solutions.作者: tariff 時(shí)間: 2025-3-23 08:02
Book 2021, the constitutive equations are embedded in the finite element program and verified by comparing the finite element calculation results of the triaxial test soil samples with the corresponding test results. The modeling obtains high accuracy..作者: reception 時(shí)間: 2025-3-23 12:34 作者: Laconic 時(shí)間: 2025-3-23 16:04
paths are established by numerical modeling method; finally, the constitutive equations are embedded in the finite element program and verified by comparing the finite element calculation results of the triaxial test soil samples with the corresponding test results. The modeling obtains high accuracy..978-981-16-3233-4978-981-16-3231-0作者: 怪物 時(shí)間: 2025-3-23 21:23 作者: llibretto 時(shí)間: 2025-3-24 01:28 作者: Control-Group 時(shí)間: 2025-3-24 04:13
Introduction, pure mechanical properties are Hooke’s law, Newton’s law of internal friction, Saint Venant’s law of ideal plasticity, etc., and those reflecting thermodynamic properties are Clapeyron’s equation of state of ideal gas, Fourier’s equation of heat conduction, etc.作者: 大廳 時(shí)間: 2025-3-24 06:51 作者: 重疊 時(shí)間: 2025-3-24 14:26
Numerical Modeling Methods,tic, plastic, elastoplastic, or other theoretical forms, these are all regarded as empirical. Although it is solvable in some practical engineering situations, it is difficult to obtain analytical solutions due to the many complexities in the natural state of geological bodies. For inhomogeneous med作者: circuit 時(shí)間: 2025-3-24 15:02 作者: 舊石器 時(shí)間: 2025-3-24 21:25 作者: 藝術(shù) 時(shí)間: 2025-3-25 02:49
Influence of Stress Path and Stress History on the Constitutive Relation,e not very clear. This chapter is based on the principle of interaction between plastic volumetric strain and plastic shear strain. Based on the triaxial compression tests of remolded clay under different stress paths and stress histories, the influence mechanism of stress history and stress path on作者: anthropologist 時(shí)間: 2025-3-25 03:53
Triaxial Test and Numerical Modeling of Clay,o the required height. Roughen the surface. Then, the second layer of soil is added. This continues until the last layer is hit. Both ends of the sample are placed in the sample barrel, taken out and weighed. The density difference of the sample should be less than 0.02?g/cm.. The qualified standard作者: 泥瓦匠 時(shí)間: 2025-3-25 10:52
Numerical Modeling of Soil Constitutive Relationship作者: Favorable 時(shí)間: 2025-3-25 12:03 作者: GRAVE 時(shí)間: 2025-3-25 16:50
6樓作者: Systemic 時(shí)間: 2025-3-25 20:23
6樓作者: Working-Memory 時(shí)間: 2025-3-26 00:31
6樓作者: 英寸 時(shí)間: 2025-3-26 06:26
6樓作者: Charitable 時(shí)間: 2025-3-26 11:31
7樓作者: SOW 時(shí)間: 2025-3-26 14:25
7樓作者: Atheroma 時(shí)間: 2025-3-26 20:52
7樓作者: 最高峰 時(shí)間: 2025-3-27 00:56
7樓作者: Heart-Rate 時(shí)間: 2025-3-27 01:14
8樓作者: calamity 時(shí)間: 2025-3-27 08:19
8樓作者: 神化怪物 時(shí)間: 2025-3-27 13:28
8樓作者: 跟隨 時(shí)間: 2025-3-27 15:35
8樓作者: 跟隨 時(shí)間: 2025-3-27 20:19
9樓作者: Perennial長(zhǎng)期的 時(shí)間: 2025-3-28 00:18
9樓作者: 脫毛 時(shí)間: 2025-3-28 04:55
9樓作者: 劇毒 時(shí)間: 2025-3-28 07:45
9樓作者: Missile 時(shí)間: 2025-3-28 12:06
10樓作者: 充滿裝飾 時(shí)間: 2025-3-28 17:33
10樓作者: intelligible 時(shí)間: 2025-3-28 19:02
10樓作者: Connotation 時(shí)間: 2025-3-29 02:47
10樓
