The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式,即采用加筋材料包裹土体———“土袋”加固软土地基的方法,并从试验和理论两个方面介绍了土袋的加固机理。
The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式,即采用加筋材料包裹土体———“土袋”加固软土地基的方法,并从试验和理论两个方面介绍了土袋的加固机理。
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