This book provides a systematic, contrastive analysis of the segmentation and representation of English and Chinese Translocative Motion Events (TMEs), which possess Macro-Event Property (MEP). It addresses all the issues critical to understanding TMEs in English and Chinese, from event segmentation, MEP principles and the conceptual structure of TMEs and their constituents, to the representation of Actant, Motion, Path and Ground. The book argues that the corpus-based alignment for the TME segmentation in both languages, the parameters of Actant, Motion, Path and Ground and their relevant statistical description are particularly important for understanding English and Chinese TMEs. The linguistic materialization of Actant, Ground, Path and Motion, together with a wealth of tables and figures, offers convincing evidence to support the typological classification of English and Chinese. The book's suggestions regarding the Talmyan bipartite typology and Bohnemeyer's MEP contribute to the advancement of TME studies and language typology, and help learners to understand motion events and English-Chinese typological similarities and differences.

The concept of effective stress and the effective stress equation is fundamental for establishing the theory of strength and the relationship of stress and strain in soil mechanics and poromechanics. However, up till now, the physical meaning of effective stress has not been explained clearly, and the theoretical basis of the effective stress equation has not been proposed. Researchers have not yet reached a common understanding of the feasibility of the concept of effective stress and effective stress equation for unsaturated soils. Effective Stress and Equilibrium Equation for Soil Mechanics discusses the definition of the soil skeleton at first and clarifies that the soil skeleton should include a fraction of pore water. When a free body of soil skeleton is taken to conduct internal force analysis, the stress on the surface of the free body has two parts: one is induced by pore fluid pressure that only includes normal stress; the other is produced by all the other external forces excluding pore fluid pressure. If the effective stress is defined as the soil skeleton stress due to all the external forces excluding pore fluid pressure, the effective stress equation can be easily obtained by the internal force equilibrium analysis. This equation reflects the relationship between the effective stress, total stress and pore fluid pressure, which does not change with the soil property. The effective stress equation of saturated soils and unsaturated soils is unified, i.e., o~=o~t -Seuw-(1-Se)ua. For multiphase porous medium, o~=o~t -u*,u*=Seiui(i=1,2,...,M). In this book, a theoretical formula of the coefficient of permeability for unsaturated soils is derived. The formula of the seepage force is modified based on the equilibrium differential equation of the pore water. The relationship between the effective stress and the shear strength and deformation of unsaturated soils is preliminarily verified. Finally, some possibly controversial problems are discussed to provide a better understanding of the role of the equilibrium equation and the concept of effective stress.

This book elaborates on the transformation of agricultural development in China into the construction of a "resource and ecologically sound society", and the coordinated development of industrialization, urbanization, and agricultural modernization in China. It focuses on the multiple goals of transforming the Chinese agricultural development model, inner motivations, approaches, and supporting systems under environmental and resource constraints. The author endeavors to build a theoretical framework for transforming agricultural development model in the construction of a "resource and ecologically sound society". To achieve this, the author addresses successively across seven chapters issues such as the multiple goals of China's agricultural development transformation under resource and environmental constraints, the transformation of the utilization mode of resources, "resource and ecologically sound agriculture"-oriented agricultural production system transformation, the transformation of commercialized rural service system, and institutional innovations in the "resource and ecologically sound" agricultural transformation.

This book provides a systematic, contrastive analysis of the segmentation and representation of English and Chinese Translocative Motion Events (TMEs), which possess Macro-Event Property (MEP). It addresses all the issues critical to understanding TMEs in English and Chinese, from event segmentation, MEP principles and the conceptual structure of TMEs and their constituents, to the representation of Actant, Motion, Path and Ground. The book argues that the corpus-based alignment for the TME segmentation in both languages, the parameters of Actant, Motion, Path and Ground and their relevant statistical description are particularly important for understanding English and Chinese TMEs. The linguistic materialization of Actant, Ground, Path and Motion, together with a wealth of tables and figures, offers convincing evidence to support the typological classification of English and Chinese. The book's suggestions regarding the Talmyan bipartite typology and Bohnemeyer's MEP contribute to the advancement of TME studies and language typology, and help learners to understand motion events and English-Chinese typological similarities and differences.

This book elaborates on the transformation of agricultural development in China into the construction of a "resource and ecologically sound society", and the coordinated development of industrialization, urbanization, and agricultural modernization in China. It focuses on the multiple goals of transforming the Chinese agricultural development model, inner motivations, approaches, and supporting systems under environmental and resource constraints. The author endeavors to build a theoretical framework for transforming agricultural development model in the construction of a "resource and ecologically sound society". To achieve this, the author addresses successively across seven chapters issues such as the multiple goals of China's agricultural development transformation under resource and environmental constraints, the transformation of the utilization mode of resources, "resource and ecologically sound agriculture"-oriented agricultural production system transformation, the transformation of commercialized rural service system, and institutional innovations in the "resource and ecologically sound" agricultural transformation.

The concept of effective stress and the effective stress equation is fundamental for establishing the theory of strength and the relationship of stress and strain in soil mechanics and poromechanics. However, up till now, the physical meaning of effective stress has not been explained clearly, and the theoretical basis of the effective stress equation has not been proposed. Researchers have not yet reached a common understanding of the feasibility of the concept of effective stress and effective stress equation for unsaturated soils. Effective Stress and Equilibrium Equation for Soil Mechanics discusses the definition of the soil skeleton at first and clarifies that the soil skeleton should include a fraction of pore water. When a free body of soil skeleton is taken to conduct internal force analysis, the stress on the surface of the free body has two parts: one is induced by pore fluid pressure that only includes normal stress; the other is produced by all the other external forces excluding pore fluid pressure. If the effective stress is defined as the soil skeleton stress due to all the external forces excluding pore fluid pressure, the effective stress equation can be easily obtained by the internal force equilibrium analysis. This equation reflects the relationship between the effective stress, total stress and pore fluid pressure, which does not change with the soil property. The effective stress equation of saturated soils and unsaturated soils is unified, i.e., o~=o~t -Seuw-(1-Se)ua. For multiphase porous medium, o~=o~t -u*,u*=Seiui(i=1,2,...,M). In this book, a theoretical formula of the coefficient of permeability for unsaturated soils is derived. The formula of the seepage force is modified based on the equilibrium differential equation of the pore water. The relationship between the effective stress and the shear strength and deformation of unsaturated soils is preliminarily verified. Finally, some possibly controversial problems are discussed to provide a better understanding of the role of the equilibrium equation and the concept of effective stress.