【摘要】 探讨了加固地基对地基土的横向挤密和纵向压密效果,建立了地基处理后土的各种物理力学参数和地基承载力的计算公式,提出了土的损伤参数和弹性模量、变形模量、压缩模量之间的关系,并利用某工程实例,检验了文中公式的正确性和实用性。更多还原

【Abstract】 The horizontal pack-press and vertical compressive effects for foundation soil were studied in the reinforce foundation. The calculating formulae were set up for the parameters of physics and mechanics and the bearing force of foundation after reinforcing or treating foundation, and the relationships of damage parameter, elastic modulus, deformation modulus and compressive modulus were presented for foundation soil. Using some engineering cases, the given formulae were examined, and the results show that the formulae are correct and useful.更多还原