摘要
莱州湾瀰河三角洲滨海盐渍土,为近代松散沉积物。因海水入侵和蒸发浓缩作用,导致盐渍土(多属氯盐渍土)。根据土的物理力学性质指标,天然湿度下载荷试验和浸水载荷试验,认为:盐渍土是具有中等压缩性和湿陷性的土。盐渍土受水浸润后,土的压缩模量Es,承载力[R]明显下降,一般为浸水前的0.6倍。滨海盐渍土地区,地下水中硫酸根离子含量常大于3000毫克/升,具强结晶侵蚀性,应采取特殊防腐措施。
The coastal salt lick soil in Mihe Delta, Laizhou Bay, belongs to loose sediments of recent age and was formed as a result of seawater ingression, evaporation and concentration. With reference to its physico-mechanical property indexes, load tests and soaking load tests at natural temperatures indicate that the salt lick soil has medium compressibility and wet depressibility.The soil's compressibility moduls Es and bearing capacity[R]were decreased noticeably after it is soaked by water, generally to 0.6 as compared to that before.The content of sulfuric acid radical in the groundwater in the salt lick area usually exceeds 3000mg/l. Thus, the water possesses strong crystallization corrodibility, against which special an-tieorrosive measures should be taken.
出处
《山东地质》
1991年第1期89-97,共9页
Geology of Shandong
