State-owned urban construction land market in China has evolved and been improved gradually, but use system of rural collective construction land has lagged far behind, so the urban-rural construction land market in C...State-owned urban construction land market in China has evolved and been improved gradually, but use system of rural collective construction land has lagged far behind, so the urban-rural construction land market in China has been split with a result that use effi ciency of land resources is poor and collective land property rights of peasants are damaged. On the basis of analyzing problems of the current construction land market and also the causes, modern land property theory and institutional change of neoinstitutional economics are applied to study dynamical mechanism and development path of the construction land market, to construct the unifi ed construction land market system of China, and to propose corresponding guarantee policies, so as to achieve the effective allocation of construction land and maximization of social welfare.展开更多
A simple cyclic elastoplastic constitutive model for sand is proposed based on the UH model for overconsolidated clay. The proposed model has the following features. First, in order to describe the stress-induced anis...A simple cyclic elastoplastic constitutive model for sand is proposed based on the UH model for overconsolidated clay. The proposed model has the following features. First, in order to describe the stress-induced anisotropy in sand, a rotational hardening rule is introduced for the evolution of the yield surface axis with development of plastic deviatoric strain in the principal stress space. Second, the relationship between the rotational axis and stress-induced anisotropy is modeled by introducing the slope of rotational axis into the yield function. The fl atness of the yield surface can be determined by the slope of rotational axis. Finally, a revised unifi ed hardening parameter is proposed to incorporate the stress-induced anisotropy. The model capability in describing the cyclic response of sand is verifi ed by comparing the simulations with available test results.展开更多
基金Sponsored by National Social Sciences Foundation(10BJY072)
文摘State-owned urban construction land market in China has evolved and been improved gradually, but use system of rural collective construction land has lagged far behind, so the urban-rural construction land market in China has been split with a result that use effi ciency of land resources is poor and collective land property rights of peasants are damaged. On the basis of analyzing problems of the current construction land market and also the causes, modern land property theory and institutional change of neoinstitutional economics are applied to study dynamical mechanism and development path of the construction land market, to construct the unifi ed construction land market system of China, and to propose corresponding guarantee policies, so as to achieve the effective allocation of construction land and maximization of social welfare.
基金National Natural Science Foundation of China for Young Scholars under Grant No.11402260the Foundation of China Academy of Building Research for Young Scholars under Grant No.20141602331030072the Foundation of National Science and Technology Support Program under Grant No.2012BAJ01B01
文摘A simple cyclic elastoplastic constitutive model for sand is proposed based on the UH model for overconsolidated clay. The proposed model has the following features. First, in order to describe the stress-induced anisotropy in sand, a rotational hardening rule is introduced for the evolution of the yield surface axis with development of plastic deviatoric strain in the principal stress space. Second, the relationship between the rotational axis and stress-induced anisotropy is modeled by introducing the slope of rotational axis into the yield function. The fl atness of the yield surface can be determined by the slope of rotational axis. Finally, a revised unifi ed hardening parameter is proposed to incorporate the stress-induced anisotropy. The model capability in describing the cyclic response of sand is verifi ed by comparing the simulations with available test results.
