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gong cheng di zhi jiang zuo di er jiang tu zhi xue bu fen
Pages: 40-44
Year: Issue:  10
Journal: Hydrogeology and Engineering Geology

Keyword:  建筑物地基松软土力学性质荷载土体孔隙比粘土类压应力砂土不透水性;
Abstract: <正> 7.松软土的力学性质当外力(荷载)作用于松软土体上时,其力学性质主要表现为抗压力与抗剪力。表示这两种力的数值是评价各种建筑物地基稳定性的重要指标。由于加在土体上的荷载性质的不同,在土体内就相应地表现出不同的力学性质特征。归纳起来可分作
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