透明土模型試驗技術及其應用 (英文版) 趙紅華 孔綱強 隋旺華 9787030748935 【台灣高等教育出版社】

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書名：透明土模型試驗技術及其應用 (英文版)
ISBN：9787030748935
出版社：科學
著編譯者：趙紅華 孔綱強 隋旺華
頁數：358
所在地：中國大陸 *此為代購商品
書號：1513255
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內容簡介

透明土模型試驗技術是這十幾年來新興的岩土力學和顆粒物質力學領域的先進測試技術。本書的主要內容分為三個部分。第一部分主要介紹了配置透明土的多種材料以及透明土的岩土工程性質（靜力和動力）。第二部分主要介紹了激光散斑成像和數字圖像處理技術，包括二維圖像處理和三維的透明土模型層析掃描成像和重構技術。第三部分主要介紹了透明土模型試驗技術的應用，包括透明土模型試驗技術在研究樁基礎、管樁貫入、樁－土－承台相互作用，碎石樁等方面的應用，以及透明土模型試驗技術在化學注漿加固等方面的應用。

目錄

Part Ⅰ Transparent Materials
1 Introduction
References
2 Transparent Sand of Silica Gel
2 1 Static Properties of Silica Gel
2 2 Dynamic Properties of Silica Gel
2 2 1 Resonant Column Tests and Sample Preparation
2 2 2 Shear Modulus of Silica Gel
2 2 3 Comparison with Shear Modulus of Clay， Sand and Gravel
2 2 4 Damping Ratio of Silica Gel
2 3 Summary and Conclusions
References
3 Transparent Sand of Fused Quartz
3 1 Introduction
3 2 Static Properties of Fused Quartz
3 2 1 Materials
3 2 2 Stress-Strain Curves of Transparent Soil of Fused Quartz
3 2 3 Shear Strength
3 2 4 Pore Pressure
3 2 5 Deviatoric Stress and Stress Ratio
3 2 6 Summary
3 3 Geotechnical Properties of Fused Quartz with Different Pore Fluid
3 3 1 Fused Quartz and Pore Fluid
3 3 2 Experimental Program
3 3 3 Testing Results
3 3 4 Critical State Line
3 3 5 Duncan-Chang Model for Transparent Soils
3 3 6 Summary
3 4 Dynamic Properties for Transparent Soil of Fused Quartz
3 4 1 Experiment
3 4 2 Shear Modulus and Damping Ratio of Fused Quartz
3 5 Shear Modulus and Damping Ratio of Transparent Soils with Different Pore Fluids
3 5 1 Pore Fluids
3 5 2 Testing Methods
3 5 3 Shear Modulus Influenced by Pore Fluids
3 5 4 Damping Ratios Influenced by Pore Fluids
3 6 Cyclic Undrained Behavior and Liquefaction Resistance of Transparent Sand Made of Fused Quartz
3 6 1 Testing Methods
3 6 2 Results and Analysis
3 7 Summary
References
4 Transparent Clay of Carbopol U10
4 1 Introduction
4 2 Materials and Manufacture Process
4 2 1 Raw Materials
4 2 2 Manufacture Processes
4 3 Optical Properties of Synthetic Clay
4 3 1 Transparency Analysis
4 3 2 Speckle Pattern
4 4 Geotechnical Properties of Synthetic Clay
4 4 1 Shear Strength
4 4 2 Consolidation
4 4 3 Hydraulic Conductivity
4 4 4 Thermal Conductivity
4 5 Discussions and Conclusions
References
5 Transparent Rock
5 1 Introduction
5 2 Testing Methodology
5 2 1 Materials and Specimens
5 2 2 Test Facilities and Processes
5 3 Experimental Results and Discussions
5 3 1 Uniaxial Compression Test
5 3 2 Brazilian Tensile Test
5 4 Conclusions
References
6 Pore Fluid
6 1 Introduction
6 2 Low Viscosity Pore Fluid
6 2 1 Temperature Variation of the Viscosity and Refractive Index of the Potential Solvents
6 2 2 Determination of the Matching Refractive Index of the Matching Pore Fluid
6 2 3 Investigation on the Interaction Between the Pore Fluid and the Latex Membrane
6 3 New Pore Fluid to Manufacture Transparent Soil
6 3 1 Introduction
6 3 2 Pore Fluids Tested
6 3 3 Apparatus and Procedures
6 3 4 Results and Discussions
6 4 Summary and Conclusions
References
Part Ⅱ Transparent Soil Imaging and Image Processing
7 Laser Speckle Effect
7 1 Introduction
7 2 Characteristics of Laser Speckle Field
7 3 Digital Image of Laser Speckle
References
8 2D Transparent Soil Imaging and Digital Image Cross-Correlation
8 1 2D Transparent Soil Model and Imaging
8 2 Digital Image Correlation (DIC)
8 3 Main Error Sources in 2D-DIC Measurement
8 4 Particle Image Velocimetry (PIV)
8 5 Influences of Fused Quartz Grain Size on the Displacement by DIC
8 5 1 Experimental Program
8 5 2 Influences of Different Sized Fused Quartz on Displacement Measurement
8 5 3 Selecting the Query Window Based on Average Gray Gradient
8 5 4 Influences of Fused Quartz Grain Size on the Query Window Size in DIC
8 5 5 Translation Test
8 6 Summary
References
9 Camera Calibration Based on Neural Network Method
9 1 Camera Calibration
9 2 Neural Network Calibration Method
9 3 Angle Error Analysis
9 4 Application in DIC and Particle Image
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