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中国北方变性土的矿物学、孔隙和机械物理性质以及改变

Acknowledgements第9-18页
Abstract第18-22页
摘要第23-26页
Chapter 1 General introduction and literature review第26-45页
    1.1. Introduction to vertic soils第26-28页
    1.2. Occurrence and distribution第28-30页
    1.3. Chinese Vertiosls第30-32页
    1.4. General characteristics of vertic soils第32-39页
        1.4.1. Mineralogical characteristics of vertic soils第33-36页
        1.4.2. Chemical characteristics of vertic soils第36-37页
        1.4.3. Physical characteristics of vertic soils第37-38页
        1.4.4. Mechanical characteristics of vertic soils第38-39页
    1.5. Choice of amendments for the improvement of vertic soils第39-43页
        1.5.1. Biochar as an amendment第40-41页
        1.5.2. Coal fly ash as amendment第41-42页
        1.5.3. Wastewater sludge as an amendment第42-43页
    1.6. Conclusion and overall objectives of the study第43-45页
Chapter 2 Characterization of clay mineralogy of vertic soils of Northern China第45-70页
    2.1. Introduction第45-47页
    2.2. Materials and Methods第47-50页
        2.2.1. Soil sampling and determination of soil basic properties第47-48页
        2.2.2. Fractionation for<0.002mm clay minerals第48-49页
        2.2.3. Particle size distribution (PSD) of clay minerals第49-50页
        2.2.4. XRD analysis for clay minerals第50页
        2.2.5. TEM and HRTEM analysis第50页
    2.3. Results第50-64页
        2.3.1. Basic properties and fractionation of studied profiles第50-51页
        2.3.2. Particle size distribution (PSD)第51-54页
        2.3.3. Mineral distribution of vertic soils of Northern China along the depth第54-56页
        2.3.4. Clay mineralogy identified by XRD第56-60页
        2.3.5. Morphology, chemical composition and lattice structure of clay minerals characterized by HRTEM第60-64页
    2.4. Discussion第64-69页
        2.4.1. Fractionation and particles size distribution (PSD) characteristics of clay minerals第64-66页
        2.4.2. Mineralogical characteristics of vertic soils第66-67页
        2.4.3. TEM study and morphological characteristics of clay minerals第67-69页
    2.5. Conclusions第69-70页
Chapter 3 Mechanical and physical properties and cracking characteristics of vertic soils of Northern China第70-97页
    3.1. Introduction第70-73页
    3.2. Materials and Methods第73-77页
        3.2.1. Soil description and experiment layout第73-74页
        3.2.2. Particle size distribution (PSD) of soil第74页
        3.2.3. Determination of soil mechanical and physical properties第74-75页
            3.2.3.1. Coefficient of linear extensibility (COLE)第74-75页
            3.2.3.2. Soil strength (Tensile and Shear strength)第75页
        3.2.5. Soil cracking analysis第75-76页
        3.2.6. Statistical analysis第76-77页
    3.3. Results第77-89页
        3.3.1. Basic properties of studied profiles第77-78页
        3.3.2. Mechanical and physical properties(COLE,Tensile Strength and Shear strength)第78-81页
        3.3.4. Soil Cracking第81-82页
        3.3.6. Principal component analysis第82页
        3.3.7. Effect of temperature,water contents and amendments on cracking of vertic soils第82-89页
    3.4. Discussion第89-96页
        3.4.1. Physical properties and COLE第89页
        3.4.2. Mechanical strength of studied profiles第89-92页
        3.4.3. Cracking characteristics of studied profiles第92-93页
        3.4.4. Effect of temperature and water contents on the cracking and improving the cracking capacity of vertic soils due to amendments第93-96页
    3.5. Conclusions第96-97页
Chapter 4 Porosity and pore size distribution of vertic soils of Northern China and correlation to soil organicmatter第97-122页
    4.1. Introduction第97-99页
    4.2. Materials and Methods第99-102页
        4.2.1. Soils第99-101页
        4.2.2. Nitrogen adsorption(NA)第101页
        4.2.3. Mercury intrusion porosimetry(MIP)第101-102页
        4.2.4. Organic matter removal第102页
    4.3 Results第102-114页
        4.3.1. Basic properties of three vertic soils第102-104页
        4.3.2. Soil porosity and pore size distribution of six profiles of Northern China第104-108页
        4.3.3. Porosity analysis of three vertic soils before and after of organic removal第108-114页
            4.3.3.1. Nitrogen adsorption isotherms第108-109页
            4.3.3.2. Pore size distribution based on nitrogen adsorption第109-110页
            4.3.3.3. Pore size distribution based on MIP第110-112页
            4.3.3.4. Effect of organic matter on pore structure第112-114页
    4.4. Discussion第114-120页
        4.4.1. Porosity and pore size distribution of six profiles第114-116页
        4.4.2. Pore structure of vertic soils before and after organic matter removal第116-120页
            4.4.2.1. Comparison of the NA and MIP methods第118-119页
            4.4.2.2. Role of organic matter in the soil pore formation第119-120页
    4.5 Conclusions第120-122页
Chapter 5 Improvement of mechanical and physical properties of vertic soils第122-146页
    5.1. Introduction第122-124页
    5.2. Materials and Methods第124-130页
        5.2.1. Soil description and experiment details第124-125页
        5.2.2. Soil physical and chemical properties analysis第125-126页
        5.2.3. Determination of consistency limits第126页
        5.2.4. Determination of COLE第126-127页
        5.2.5. Determination of tensile strength and shear strength第127页
        5.2.6. Determination of swelling potential and swelling pressure第127-129页
        5.2.7. Statistical analysis第129-130页
    5.4. Results第130-139页
        5.4.1. Effect of amendments on the consistency limit of vertic soil第130-131页
        5.4.2. Effect of amendments on the COLE第131-132页
        5.4.3. Effect of amendments on the strength (tensile and shear strength) of vertic soil第132-135页
        5.4.4. Effect of amendments on the swelling potential (SP) and swelling pressure (SPr)第135-138页
        5.4.5. Correlation among the studied physical parameters第138-139页
    5.5. Discussion第139-144页
        5.5.1. Improvement in the consistency limit and COLE第139-140页
        5.5.2. Improvement in the tensile and shear strengths第140-143页
        5.5.3. Improvement in the swelling potential and swelling pressure第143-144页
    5.6. Conclusions第144-146页
Chapter 6 Major conclusions and perspectives第146-149页
    6.1 Major findings第146-148页
    6.2 Future challenges and recommendations第148-149页
References第149-168页

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