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碎石地基土体松散,孔隙率大,路基填筑完工后会产生沉降变形。采取强夯处治可有效降低孔隙率,提高碎石地基承载力。结合工程案例,制......
高能级强夯有效加固深度大,可加固处理沿海非均匀回填的抛石填海,处理后的地基土强度和均匀性得到有效提高。阐述高能级强夯在碎石地......
Experimental Study on Friction Coefficient Between Concrete and the Top Surface of Rubble Mound Foun
Experimental studies on the friction coefficient between concrete and the top surface of a rubble mound foundation in Ch......
分析了强夯法加固机理,依托高速公路碎石地基加固施工项目分析加固效果。通过制定强夯加固处治方案,对碎石地基进行加固处治,并选......