阐述了南京长江第二大桥桥基软岩的工程力学性质。
The engineering mechanics properties of soft foundation rock under the second Changjiang bridge in Nanjing are represented.
岩土的工程力学性质是根据原位测试和实验资料的数理统计值综合判定。
Geotechnical engineering mechanical properties are based on in situ testing and laboratory data integrated determined value of mathematical statistics.
黄土是一种典型的结构性土，其特殊的结构性直接决定着黄土的工程力学性质。
The loess is one kind of typical structural soil, its special structure property directly affects the mechanics and engineering property of loess.
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